Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

LAND QUALITY ASSESSMENT

BEESTON BUSINESS PARK, STATION ROAD, BEESTON, NOTTINGHAMSHIRE NG9 1LA, UK

ON BEHALF OF

M7 REAL ESTATE LLP

OCTOBER 2013

Confidential 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

PROJECT INFORMATION

Project Name Land Quality Assessment: Beeston Business Park, Station Road, Beeston, Nottinghamshire NG9 1LA, UK

Project Number M70061

Report Issue Final

Date of Issue 11/10/2013

Issued By Ambiente International LLP 2nd Floor 207-209 Regent Street London W1B 4ND United Kingdom

Client Name M7 Real Estate LLP

Client Address 7th Floor Marble Arch Tower 55 Bryanston Street London, W1H 7AA United Kingdom

QUALITY ASSURANCE

Auditor / Author Lily Dalby-Grey (Ambiente International LLP) Date of Site Audit 19/09/2013

Project Manager Sarah Pirrie (Ambiente International LLP) Tel: +44 (20) 7621 2855 E-mail: [email protected]

Approved By Allan Busse (Ambiente International LLP) Project Director

Signature

This report has been prepared by Ambiente International LLP with all reasonable skill, care and diligence within the terms of the contract with the client, in accordance with our terms of business and taking into account the resources made available with the timeframe for reporting. We disclaim any responsibility to the client in respect of any matters outside the scope of works as detailed in Section 1.1 of this report.

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TABLE OF CONTENTS

EXECUTIVE SUMMARY 1

1. INTRODUCTION 8 1.1 Objectives & Scope of Works 8 1.2 Limitations 8 1.3 Reliance 9

2. SITE CONTEXT 10 2.1 Site Description 10 2.2 Site History 11 2.3 Previous Environmental Reports / Investigations 14 2.4 Potential Sources of Contamination Identified 18

3. REGULATORY REVIEW 19 3.1 Statutory Designation 19 3.2 Site Regulatory Data 19 3.3 Local Regulatory Agency Records 21 3.4 Permitting 22 3.5 Energy Performance Certificates 23 3.6 Asbestos 23 3.7 Potential Sources of Contamination Identified 26 3.8 Recommendations 26

4. SITE OPERATIONS 27 4.1 Introduction 27 4.2 Current Site Operations 27 4.3 Proposed Redevelopment 27 4.4 Site Infrastructure 27 4.5 Materials Storage and Handling 29 4.6 Waste Management 30 4.7 Housekeeping & Other Issues 30 4.8 Potential Sources of Contamination Identified 30 4.9 Sensitive Environmental Receptors 30

5. ENVIRONMENTAL SETTING 31 5.1 Introduction 31 5.2 Topography 31 5.3 Geology 31

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5.4 Hydrogeology 31 5.5 Hydrology 32 5.6 Ecology 33 5.7 Sensitive Environmental Receptors Identified 33 5.8 Significance of Environmental Setting on Pollution Pathways 33

6. ENVIRONMENTAL RISK ASSESSMENT 35 6.1 Introduction 35 6.2 Environmental Risk Assessment Methodology 35 6.3 Identified Potential Sources of Contamination 36 6.4 Identified Receptors & Pathways 36 6.5 Environmental Risk Assessment 36 6.6 Environmental Risk Interpretation 43

7. CONCLUSIONS & RECOMMENDATIONS 44 7.1 Conclusions 44 7.2 Implications for Redevelopment 44

FIGURES 1. Site Location Plans 2. Site Layout Plans 3. Photographic Record of Site Visit

APPENDICES 1. References & Information Review 2. Historical Map Extracts – Various Dates 3. Extract From Envirocheck Regulatory Report, Landmark – July 2013 4. Local Authority Response, Broxtowe Borough Council – August 2013 5. Buro Happold Report Review, October 2013 6. Historical Use / Site Layout Plans

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EXECUTIVE SUMMARY

Ambiente International LLP was commissioned by M7 Real Estate on behalf of VBR Investments Trustee Ltd to carry out a Phase I land Quality Assessment of the site: Beeston Business Park, Station Road, Beeston, Nottinghamshire NG9 1LA, UK. The findings of the environmental review are summarised in the table below:

BEESTON BUSINESS PARK, NOTTINGHAMSHIRE NG9 1LA, UK

ASPECT SUMMARY

Site Location The subject site (Beeston Business Park) is located within the Rylands district of Beeston town and adjacent to Beeston Train Station. Attenborough Nature Reserve (SSSI) is located adjacent to the south of the site, the River Trent is located 200m south and the closest A road (A6005) is located 280m northwest. The City of Nottingham is located ~5.7km to the northeast of the site. The main site entrance is located along Station Road in the north and access is provided to the site buildings via Technology Drive and estate roads.

Surrounding NW: Midland Railway Line (adjacent) beyond which is open ground / playing Land Use fields, residential housing, Beeston Train Station and former Brewery facility. NE: Station Road / residential housing estates and Rylands School (adjacent). Sewage works from 660m. SE: Residential housing and allotment gardens (adjacent). Beeston Marina Mobile Home Park (adjacent southern corner). Trent Vale Road (80m) beyond which is a large playing field and further residential housing. River Trent (200m south). Beeston Canal (350m southeast). SW: Large area of wetlands / woodlands known as Attenborough Nature Reserve – SSSI (adjacent). W: Midland Railway Line (adjacent), beyond which is allotment gardens surrounding George Avenue (100m), golf course from 200m.

Site Description The site covers approximately 19.5 hectares and comprises 16 main estate buildings (office blocks and light industrial warehouses), a social club, gate house and various other small ancillary buildings. The property also includes a disused vegetated area in the northeast (former bowling greens and pavilion) and a separate plot (approximately 3.8 hectares) used as a sports ground and leisure facility to the southeast beyond Trent Vale Road (this plot does not form part of the assessment).

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ASPECT SUMMARY

Site Description It is understood that the main areas of landscaping currently on-site coincide continued with former buildings / air-raid shelters which have been demolished and the building rubble backfilled and laid to grass. Basements of former buildings are also known to be present in the landscaped area adjacent to the western boundary of the site.

Site History The earliest reviewed historical maps (dated 1883-1885) showed the site to be open agricultural land with a cricket ground and pavilion in the north. In 1892 Nelson cycle works was developed (one large building) in the eastern section of the site and by 1901 the works had been taken over by a telephone works. By the 1930s, the telephone works had expanded with buildings stretching to the eastern corner of the site boundary and by the 1950s the telephone works had further expanded to the south-western boundary of the site. By the 1960s, more buildings had been constructed on the site and the sports ground included a tennis court and a social club (labelled bowling green from 1970s). The site appeared to remain in roughly the same configuration between the late 1960s and late 1980s (current Block K was developed between 1985 and 1992), after which time numerous former buildings across the site were demolished. The site was reportedly developed (refurbishment of existing buildings) into Beeston Business Park in 2006. Between 2007 and 2009, former block 1E in the north of the site was demolished and the current ATOS building was constructed (the site brochure indicates construction date 2008). Additional Information The telephone works on site reportedly included the following operations / areas: assembly room, machine workshops, saw mill and wood workshops, plating, painting, polishing and lacquering workshops, assembly and finishing departments. Ancillary operations / installations included a garage with refuelling facilities, boiler house and various oil/ fuel storage tanks, numerous generators and substations / transformers, gas furnaces, a smith’s forge and steel-hardening facilities. It is understood that a number of boreholes were also present on site and used for the abstraction of groundwater for process water. In addition waste deposition is known to have been undertaken in the south of the site.

Current Site Use At the time of the site visit (September 2013) approximately 6.3ha of the site was used for office and industrial operations, and of this ~55% was unoccupied: . Blocks B, E, EE, 1M and U were vacant and the tenant of Block Z had been served an eviction notice. . The Atos building, Block 2B, the business centre (Blocks D & J), Block K and Block W were used as offices. . Block G and part of Block A were in use by network rail for offices, limited assembly operations and stores. . Block F (Multi let units) was used for storage of cardboard, books, furniture and fabrics, a gym and café. . Blocks 2C, 1F and R were used by SMS Electronics for manufacture / assembly of circuit boards etc (soldering, assembly etc). . Block T was used by Paul Barton Tachographs as a vehicle servicing centre. . Block Y was used as Plessey Social Club

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ASPECT SUMMARY

Material Storage Diesel is stored on site to power backup generators and the sprinkler pump. & Housekeeping The majority of the generators on site have small integral diesel tanks or small stand alone day tanks (no tanks over 1,500 litres observed). It is understood that a larger above ground diesel tank is also present in a secure compound at the Atos building serving a back-up generator (both installed in 2008). No other significant storage or use of hazardous materials or waste is currently undertaken on site. The tenants store limited volumes of oils, aerosols, and cleaning agents etc internally over concrete flooring or externally in dedicated bunded units. Housekeeping was generally noted to be good during the site visit. No evidence of significant spills or staining was observed in any materials / waste storage areas during the site visit. The tenant Railtrack operates an external storage compound to the south of Block A. This area was noted to be located over unmade ground (hardcore surface) and poorly maintained and storage of materials was disorganised. Site management stated that a small diesel tank was present within the storage yard, however no such tank was observed on the day of the site visit.

Proposed It is understood that the majority of the site is to be subject to a mixed use Redevelopment redevelopment in the short term (including demolition of existing Blocks A, B, E, EE, D, F, 2F,G,T,U, Y, and Z . Blocks K, W, R, 1F, 2C in the south of the site and the ATOS building in the northwest are to be retained in their current use. At present the redevelopment plans are understood to include the following: . 5 small buildings for retail and restaurant use in the north / northeast . 2 office blocks to the south of the ATOS building in the northwest . 6 light industrial buildings / blocks in the south-west . A large residential development in the north-east / east.

Previous Reports A number of previous environmental assessments, investigations and / Studies remediation works have been undertaken at the property since the 1990s (not all reports provided for review and majority of reviewed reports incomplete). In general the site investigation works identified a range of residual soil and groundwater contamination across the site originating from the former use of the site as a telephone works, however, no significant contamination requiring remedial action appears to have been identified until the Phase II Site Investigation undertaken by AIG Engineering Group in 2006. The associated 2006 investigation report concluded that potential contaminants identified included a variety of hydrocarbons and chlorinated solvents (no specific details of the nature, extent or location of identified contamination were provided within the report) and recommended that a Remediation Method Statement should be developed for discussion with the Environment Agency and the Local Authority (It is noted that the site investigation did not cover the entire site area and as such there is the potential for significant contamination to be present in other areas of the site not covered by this or other previous investigations). Subsequent to the 2006 investigation AIGE (now Provectus Group Ltd) were commissioned to remediate the identified affected areas. The targets for the remediation works were set within a remediation method statement and the techniques and quality targets were approved by the Environment Agency and Broxtowe Borough Council.

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ASPECT SUMMARY

Previous Reports The agreed remediation strategy comprised: / Studies . Treatment of a Vinyl Chloride hotspot in soil using HRC (insitu bioremediation) continued . Treatment of Chlorinated Solvent impacted groundwater (TCE, 1, 2, DCE, VC) using HRC (insitu bioremediation) . Treatment of Petroleum Hydrocarbon Aliphatic >C6-C8 impacted groundwater using REgenOx (insitu chemical oxidation) Performance of groundwater monitoring. A verification report (dated June 2009) was produced following the remediation works (areas to the south of Blocks 1F and R, north of Block K, west of Block W and in the centre of the site in the area of former block A). The report concluded that the remedial requirements and associated targets were achieved and that the objectives of the agreed remedial scheme were met, which significantly reduced the level of risk associated with key identified pollution linkages outlined in the AIGE Ground Contamination Remediation Options Appraisal and Remediation Method Statement (March 2007). The Environment Agency was contacted in August 2012 and confirmed that sign off had been given to the detailed remediation works. A critical review of the available extracts from all previous reports was undertaken by Buro Happold and is provided in Appendix 5 of this assessment.

Statutory The site has not been determined as contaminated under the provisions of Designation the Environmental Protection Act 1990 by the Local Authority. The land is on the list of sites of potential concern due to historical industrial and commercial uses and it is anticipated that the site will be a low priority for further investigation.

Regulatory Consultations with Broxtowe Borough Council did not identify any Responses documented former pollution incidents, permits or licenses issued for the site.

Environmental Geology Setting The site is underlain by a shallow thickness of Made Ground, underlain by alluvium which is further underlain by Mercia Mudstone Group to depth. Hydrogeology The site is underlain by a Secondary A Aquifer in superficial deposits over a Secondary B Aquifer in Bedrock. The property is not located within a Source Protection Zone. BGS holds records of 5 boreholes / water wells present on-site and it is understood that the site holds a license for the operation of two boreholes on site to supply grey water for sanitary services and sprinkler systems. Hydrology The nearest surface water course is the culverted Rylands Brook, running underneath the property, emerging at the south of the site and draining south into the River Trent. The nearest off site surface water feature is the SSSI Attenborough Nature Reserve adjacent to the site on the south western boundary. No surface water abstractions are undertaken within 300m of the site. The site holds a consent to discharge surface / storm water to Rylands Brook via interceptor units. Flooding The Environment Agency website classifies the area in which the property is located as being in a flood risk zone.

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ASPECT SUMMARY

Environmental Flooding Setting A flood risk assessment undertaken by Atkins in 2007 states that the property lies within flood zone 2/3 as defined by the Environment Agency. Breach Analysis revealed that the site was partly vulnerable to flooding. The risk assessment states that the site is defended from fluvial flooding from the River Trent by the Rylands Flood Protection wall and earth embankments located south and west of the site. An earth embankment located on the western boundary of the site separates it from Attenborough Nature Reserve. The existing flood defences were built in the 1950s following the serious floods of 1947. Ecology The Attenborough Nature Reserve adjacent to the property (south west) is classed as a Site of Special Scientific Interest

The results of the qualitative environmental risk assessment associated with the findings of the review are summarised in the table below:

ASPECT FINDINGS

Potential On-site: Sources of . Various potential sources of contamination associated with the former use Contamination of the site as a cycle works and telephone works, including: plating, Identified painting, polishing and lacquering operations, vehicle maintenance and refuelling, bulk oil/ fuel storage, substations / transformers, waste deposition on-site etc. . Current storage and handling of hazardous materials on site. . Known asbestos containing materials within the site building. Off-site: . Potential for migration of contamination from local off-site potentially contaminative historical land uses (depots and railway lines, works, iron foundry and brewery etc, from the early 1900s to present.

Potential Hardstanding across the majority of the operational area of the site will Pollution reduce the potential for development / refurbishment workers and future site Pathways users and residents to have direct contact with below ground contamination and will provide some protection against vertical migration of contamination within the relatively permeable deposits directly beneath the site. The landscaped areas across the site could provide pathways for exposure to below ground contamination for redevelopment workers undertaking below ground works (and if retained for future residents / contractors - children and landscaping contractors). The network rail yard area in the centre of the site is not provided with hardstanding and therefore could provide a pathway for infiltration of contamination to soil / groundwater. Shallow groundwater may provide a pathway for shallow mobile contaminants (if present) to migrate onto the site from off-site sources, or away from the site onto third party land. Groundwater is expected to flow to the south / southwest and may be affected by local abstractions. Shallow Groundwater within the alluvial sand and gravel aquifer is also expected to be in hydraulic continuity with local surface water bodies. A Brook is culverted under the site and anticipated to be of low permeability construction (i.e. brick, concrete or clay lined), which reduces the degree of connectivity between shallow groundwater and the watercourse.

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ASPECT FINDINGS

Potential Storm / surface water drainage from the property is discharged via various Pollution methods including directly to local surface water under consent and to ground Pathways via soakaways and therefore storm / surface water runoff is considered to be a viable pollution pathway for controlled waters and off-site receptors.

Summary of On the basis of the information provided for review and the continued current Assessed use of the property (Blocks K, W, R, 1F, 2C and the Atos building): Environmental The potential environmental risks associated with historical industrial use of Risk (Continued the subject property are assessed to be very low for site users/maintenance Current Use) workers and low to controlled waters and ecologically sensitive areas. The potential environmental risk associated with ground gas from historical waste deposition at the subject property is assessed to be moderate to low for site users/maintenance workers, and is considered to be acceptably low under continued current use. The potential environmental risks associated with current storage and handling of hazardous materials on site are assessed to be low for site users/maintenance workers, controlled waters and ecologically sensitive areas. The potential environmental risk associated with the presence of asbestos within the site buildings is assessed to be moderate for site users/ maintenance workers. This assessed level of risk reflects the severity of the consequence of exposure to asbestos fibres and current lack of information related to asbestos management by the current tenants. The risk can be managed through implementation of the asbestos management recommendations outlined in this report. The potential environmental risk associated with migration of contaminants from off-site historical / current land uses is assessed to be very low for site users/maintenance workers.

Interpretation of On the basis of the information provided for review and the redevelopment of Environmental the site for a mixed end use (redevelopment areas): Risk The potential environmental risks associated with the historical use of the (Redevelopment) subject site are assessed to be moderate for demolition/ redevelopment workers and low to controlled waters and ecologically sensitive areas. The risk to demolition / redevelopment workers can be managed through the preparation and implementation of appropriate risk assessments and associated risk management plans and the use of appropriate personal protective equipment during demolition / redevelopment works. The potential environmental risk associated with the historical use of the subject site is assessed to be low for future site users, residents and maintenance workers following appropriate site investigation, risk assessment, contamination management during redevelopment works. The risk can be further managed through effective redevelopment scheme design and the implementation of measures to ensure adequate protection of these potential receptors from any signification residual contamination on site. The potential environmental risk associated with asbestos containing materials currently present onsite is assessed to be moderate to demolition/ redevelopment workers. The level of risk reflects the potential severity of the consequence of exposure and can be managed through the preparation and implementation of appropriate risk assessments and health & safety associated risk management plans and the use of appropriate personal protective equipment during demolition / redevelopment works. The potential environmental risk associated with migration of contaminants from off-site historical / current land uses is assessed to be low for demolition / redevelopment workers and very low for future site users, residents and maintenance workers.

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The conclusions and key implications associated with the findings of the review are summarised in the table below:

ASPECT COMMENTS / IMPLICATIONS

Conclusions On the basis of the information provided for review and continued current use: The site is not registered as contaminated land by the local authority and a potential “contamination linkage” with the significant possibility of significant harm (SPOSH) to human health, non-human receptors or controlled waters has not been identified within this review. Although a SPOSH has not been identified the presence of contamination associated with the long term use of the site as a telephone works cannot be excluded. It is not expected that any further investigation / remedial action would be required under continued current use.

Implications for On the basis of the information provided for review, it is expected that Redevelopment further land quality (site investigation) and flood risk assessment / management works will be required as part of any future redevelopment planning process. It is understood that an exploratory level Phase II Site Investigation is to be undertaken at the site in the short-term in relation to the planned redevelopment of the site. Redevelopment scheme design should include measures to ensure adequate protection of sensitive receptors from any signification residual contamination on site.

RECOMMENDATIONS

Recommendation Reasoning Time Frame

It is recommended to ensure that an Risk Management / Prior to / during appropriate asbestos survey is undertaken Compliance with Asbestos demolition works for the property prior to the planned regulations as appropriate demolition works, required management actions are undertaken during demolition works and appropriate PPE is worn by all demolition contractors / workers.

Ensure asbestos surveys are undertaken Compliance with Regulation 4 Earliest by the remaining tenants and that registers of the Control of Asbestos Opportunity / On- and management plans are held on site Regulations 2012 / Risk going and appropriate management action is Management. undertaken as required.

Ensure that all licenses and consents Compliance with Prior to and upon related to discharges to surface water and Environmental Permitting completion of groundwater abstraction are reviewed Regulations. redevelopment updated with the appropriate regulators. works as required.

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1. INTRODUCTION

Ambiente International LLP was commissioned by M7 Real Estate on behalf of VBR Investments Trustee Ltd to carry out a Phase I Land Quality Assessment (LQA) of Beeston Business Park, Station Road, Beeston, Nottinghamshire NG9 1LA, UK, in August 2013.

1.1 Scope of Works

The Land Quality Assessment included the following key activities:

 A visual inspection of the property to determine current site activities;  A review of available historical information to ascertain historical use of the property and its immediate surroundings;  A review of geological, hydrogeological and hydrological information to establish environmental sensitivities at the property and in its vicinity;  A review of available information from public databases (Landmark Envirocheck), the local authority and environment agency (as available within reporting timeframe);  A review of environmental documents provided by the site owner;  Preparation of a report outlining the findings of the assessment, a preliminary assessment of potential environmental risks and the potential for residual liability to be present in relation to the proposed redevelopment of the site for a mixed end use.

1.2 Limitations

This assessment presents the findings from the reviewed information provided by the site owner, site personnel and public databases as well as observations made during the site visit. The findings and opinions in this review are based upon information obtained from the sources outlined above. Information obtained from third parties has been accepted at face value; Ambiente International LLP believes this information to be reliable but does not guarantee its authenticity.

Unless otherwise stated in this report, the assessment assumes that Blocks K, W, R, 1F, 2C in the south of the site and the Atos building in the northwest are to be retained in their current use. The remainder of the buildings across the site are to be demolished and the areas redeveloped as indicated on the Master Plan documentation included as Appendix 2 in this report.

The observations in this report are valid for the date of the site visit, for the areas of the property made accessible during the site visit (Office blocks Atos, 2C, K, W and Z were not visited and access was not provided to vacant blocks B, E, EE, 1M and U due to H&S concerns) and for the information obtained / provided for review as detailed in Appendix 1.

The south-western plot (approximately 3.8 hectares) of the property used as a sports ground and leisure facility has not been included within the scope of works for this assessment.

A detailed compliance assessment is not within the scope of works for this review. An assessment of the condition and maintenance of the infrastructure / plant equipment in use at the site is not within the scope of works for this review. All aspects of this report should be read in the context of the report in its entirety; Ambiente cannot be held responsible for excerpts used outside the context of this report in its entirety.

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1.3 Reliance

This review is confidential to and can be relied upon by the addressees of the report and the named parties in any associated letter of reliance. We accept no responsibility of any nature to third parties to whom this report is made known; any such party relies on the report at their own risk.

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2. SITE CONTEXT

Table 1

SITE DETAILS

Site Address Beeston Business Park, Technology Drive, Beeston, Nottingham NG9 2ND, UK

Site Area Approximately 19.5 hectares

Grid Reference X –453250 Y –335630

Local Authority Broxtowe Borough Council

Site Location The subject site (Beeston Business Park) is located within the Rylands district of Beeston town and adjacent to Beeston Train Station. Attenborough Nature Reserve (SSSI) is located adjacent to the south of the site, the River Trent is located 200m south and the closest A road (A6005) is located 280m northwest. The City of Nottingham is located ~5.7km to the northeast of the site. The main site entrance is located along Station Road in the north and access is provided to the site buildings via Technology Drive and estate roads. A pedestrian entrance (2 x turnstiles) is located in the northeast adjacent to Block B and two disused vehicle entrances are located in the northeast, adjacent to Block E and in the southeast to the east of Block W. A site location plan is presented as Figure 1.

SURROUNDING LAND USE

North west Midland Railway Line (adjacent) beyond which is open ground / playing fields, residential housing, Beeston Train Station and former Brewery facility.

North east Station Road / residential housing estates and Rylands School (adjacent). Sewage works from 660m.

South east Residential housing and allotment gardens (adjacent). Beeston Marina Mobile Home Park (adjacent southern corner). Trent Vale Road (80m) beyond which is a large playing field and further residential housing. River Trent (200m south). Beeston Canal (350m south east).

South west Large area of wetlands / woodlands known as Attenborough Nature Reserve – SSSI (adjacent).

West Midland Railway Line (adjacent), beyond which is allotment gardens surrounding George Avenue (100m), golf course from 200m

2.1 Site Description

The site covers approximately 19.5 hectares and comprises 16 main estate buildings (office blocks and light industrial warehouses), a social club, gate house and various other small ancillary buildings. The property also includes a disused vegetated area in the northeast (former bowling greens and pavilion) and a separate plot (approximately 3.8 hectares) used as a sports ground and leisure facility to the southeast beyond Trent Vale Road (this plot does not form part of the assessment).

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It is understood that main areas of landscaping on-site coincide with former buildings / air-raid shelters which have been demolished and the building rubble backfilled and laid to grass. Basements of former buildings are also known to be present in the landscaped area adjacent to the western boundary of the site.

A site layout plan is provided as Figure 2.

2.2 Site History

The site history has been determined from a review of historical OS maps, site plans and internet research. The text below describes significant historical activities at the site and in the surrounding area. A selection of map extracts is presented in Appendix 2.

2.2.1 On-site History The earliest reviewed historical maps (dated 1883-1885) showed the site to be open agricultural land with a cricket ground and pavilion in the north. A well was marked in the eastern corner and a small watercourse (Rylands Brook - culverted between 1950s-1960s) was present running across the centre of the site, entering from the north western boundary and flowing southwards before exiting in the southern site corner.

In 1892 Nelson cycle works had been developed (one large building) in the eastern section of the site and by 1901 this had been taken over by a telephone works (L.M. Ericsson Manufacturing Co. Ltd ). By the 1930s, the telephone works had expanded with buildings stretching to the eastern corner of the site boundary and by the 1950s the telephone works had further expanded to the south-western boundary of the site with several tanks and loading platforms marked on the maps. The site of the old cricket ground had been enlarged and labelled ‘sports ground’. By the 1960s, more buildings had been constructed on the site and the sports ground included a tennis court and a social club (labelled bowling green from 1970s).

The site appeared to remain in roughly the same configuration between the late 1960s and late 1980s (current Block K was developed between 1985 and 1992), after which time numerous former buildings across the site were demolished. Google Earth images indicate that between 2003 and 2004 “Block C” of the former works in the centre of the site and former Block O in the east were demolished.

The map dated 2006 shows the ‘Works’ was still present but a number of buildings appeared to have been demolished. The site was reportedly developed (refurbishment of existing buildings) into Beeston Business Park in 2006. Between 2007 and 2009, former block 1E in the north of the site was demolished and the current ATOS building was constructed (the ATOS building brochure indicates a construction date of 2008).

2.2.2 Additional Information It is understood from internet research that the National Telephone Company Ltd occupied the site from 1901 and that in 1903 this company was taken over by British L.M. Ericsson Manufacturing Co. Ltd. Before the takeover, the works buildings were destroyed by a fire and the works was ‘greatly altered and extended’ during its subsequent reconstruction.

The telephone works reportedly comprised an assembly room, a metal machine workshop, a saw mill and wood machine workshop, a polishing and lacquering shop and an assembly and finishing department. A ‘power station (consisting of a number of de Laval turbo-generators) was installed in 1904 and condensing water was supplied by an on-site groundwater well and rainwater collected within a 120,000 gallon underground water tank.

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Operations included the manufacturing and assembly of metal and vulcanite parts, cabinet-making and the final assembly of instruments, switchboards, bells, switches, relays, indicators etc. Coil winding was carried out by automatic winding machines and electrical heating was used for soldering and melting paraffin. Plating and polishing (silvering, nickel-plating, bronzing) operations were carried out and ‘heavy iron work’ involved the use of furnaces for hardening magnets. Gas furnaces, a smith’s forge and steel-hardening facilities were also present on site.

It is understood that a number of boreholes were also present on site and used for the abstraction of groundwater for process water. In addition waste deposition is known to have been undertaken in the south of the site in the 1960s.

The works was acquired by GEC Plessey Telecommunications and later sold to Siemens. Production at the telephone works began winding down in the 1990s and Siemens later sold the site to HSBC in 2006.

The table below provides details of historical operational / infrastructure outlined in previous environmental reports and site plans for the property (annotated site plan presented as Figure 2):

Table 2

Area Site Notes

West of site (under car-parking / Several air raid shelters constructed during WWII, infilled with demolition landscaped areas) rubble in 1980s. Shelters also thought to be located west of block J, north west of block W and north of block 1F. Basements of former buildings are also known to be present in the landscaped area adjacent to the western boundary of the site.

Rear of units U & K Back-up generator present.

Block A Block A formerly used as Power Station / main boiler house. 5-7 large former oil ASTs, removed mid-1980s (suspected to be located adjacent to the north / northwest of Block A). Underground pipe work leading north into grassed area. The former chimney associated with the boiler house was demolished in 1980s. Historical site plan (not dated) indicated a small gasoline store to the west of Block A.

Car park between blocks 1B and Former excavation filled with waste (waste pit) from former site operations. 1F (also adjacent to Block R) Reportedly clay lined pit infilled in 1962. Area paved over in 1971. (Waste included black ashy gravelly sand, clayey sand with clinker and black staining and variable proportions of brick and concrete).

Block B Original main factory: Frame building, winding, assembly, enamelling, tool room, machine shops, plating & polishing

Block B1 Constructed over part of waste pit.

Block C Cabinet Factory: timbre store, stoves, saw mill, polishing, finishing. Treatment tank / plant for plating process (no longer present) and former processes at Block M. Significant use of caustic soda for water treatment. Underground pipes from oil ASTs block C and M run to the treatment plant.

Rear of Block C Underground water tank (54-5700 litres)

Block D Offices

Block E / EE Canteen

Block F Former plating and enamelling operations

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Area Site Notes

Block F A redundant pipe exists running from the approximate area of F Block towards the Attenborough Nature Reserve (south). This pipe is believed to have been part of the old steam condensate system and is believed to be lined with asbestos lagging.

Grassed area to west of block F Former plating operations

Block G Warehouse

Block J Laboratory

Block M Possible former Garage Effluent produced from process in Block M (no further information available)

Block O Former specialist paint and varnish manufacturing.

Block P Former associated boiler house

Block T 2 small (1350 litre) waste oil ASTs inside the building (expected location of former vehicle maintenance and repair garage)

West of Block T 2 former petrol pumps and c. 5 underground fuel tanks dating from 1985 to 1998: 1 x 37,000 litre UST, 1 x 9000 litre UST, 3 x 4700 litre USTs Pumps used until 1999. No longer present. Tanks remain. Reportedly cleaned and foam filled in 1998. Integrity tested in 1993 and 1996 and found to be in good condition.

Block U Stores

South of Block W Waste storage area. Small building for liquid waste (including Trichloroethane) and skip for asbestos waste

2.2.3 Off-site History The earliest reviewed historical map extracts (dating from the early 1880s) showed the area surrounding the site to be of a rural setting, with largely agricultural land to the east, south and west of the site and the well established town of Beeston to the north / northwest.

The Midland Railway ran along the north-western site boundary, with Beeston Station adjacent to the northern corner of the site. A brewery and Victoria Hotel were present directly beyond the railway lines to the northwest of the site, with a small watercourse (later identified as a drain) flowing southwards adjacent to the west of the Brewery (brewery active between 1880 and 1922 and continued as a Maltings until it was demolished in 2012). Residential development associated with Beeston town was present beyond the railway lines and station to the west and northwest of the site and directly north beyond the adjacent Meadow Lane. A malthouse was present adjacent to the north of the site (no longer identified on map extracts after 1901) as was a small watercourse, which flowed to the northeast, (area later developed with residential housing and watercourse culverted or infilled). A small settlement identified as “Rylands” was located from 150m southeast of the site, beyond which was Beeston Canal (400m southeast). The River Trent was also present ~175m to the south of the site.

From 1901, Windsor Works (small manufacturer of horticultural buildings) was identified 280m north (no longer identified after 1955) and an iron foundry was present 400m northeast (identified as Works

11/10/2013 Confidential 13 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP from 1960s to 1980s and redeveloped with housing by 1999). By 1921 additional terraced residential housing had been developed adjacent to the north and east of the site and by 1938 further extensive residential development has taken place from 200m northeast / east of the site, and Rylands School had been built adjacent to the eastern site boundary.

By the mid 1950s the area adjacent to the southwest of the site was identified as gravel pits/worked ground, marshland and by the 1960s these areas had been flooded and labelled as Attenborough Nature Reserve (internet research confirms that the reserve was established in 1966 and comprises a series of disused gravel pits excavated between 1929 and 1967).

The maps dating from the 1950s/ 1960s show further residential development to the northwest of the site beyond the Brewery and to the east of the site, a sewage works from 600m northeast. By 1967 the current sports ground, allotments and caravan park to the south of the site had been developed as had an area of allotments from 100m west beyond the railway line.

The broad nature of local land uses has remained largely unchanged since the 1970s to the present day.

2.3 Previous Environmental Reports / Investigations

A number of previous environmental reports / extracts of reports were provided for review. A basic summary of the findings of the reports is provided below. A critical review of the reports was undertaken by Buro Happold and is provided in Appendix 5:

 Geoenvironmental Desk Study Report for Siemens, Beeston, Nottingham, Peter Brett Associates (PBA), February 2000 (Ref.10728/50/SNK/JB/DA/MAM). (Figures and appendices of report not provided for review)

At the time of reporting the site comprised 23 buildings / blocks and these were predominantly occupied by Siemens. The report provides details of the site operations at that time (2000) as well as details of former site installations and potentially contaminative operations (as detailed in table 2 in section 2.2.2 of this report). The report was produced prior to the proposed redevelopment / refurbishment of the property as a Technology Park.

The report referenced a previous site investigation undertaken in August 1996 by Quest Technical Services Ltd. 12 boreholes were drilled to a maximum depth of 5m bgl across the site in areas of suspected sources of contamination and 36 soil samples were taken from various depths for chemical analysis.

Made Ground and/or natural ground on the site contained elevated concentrations of various contaminants including cadmium, arsenic, lead, zinc, boron and copper. Testing for TPH and BTEX contamination was not undertaken as part of the investigation. Groundwater showed slightly elevated iron levels, but these were not considered sufficiently high to warrant concern.

The report concluded that there was a moderate potential for any receptors in the area surrounding the site to be affected by significant contamination which may potentially exist at the site and a moderate potential for significant contamination to exist at the site. The risk of significant contamination in areas such as the former plating facility, effluent tank area and petrol refuelling area etc was considered to be high. The report recommended site investigation works prior to redevelopment.

 Phase 1 Environmental Site Assessment, Environ UK Ltd, July 2003 (Ref. R-65-C6577- Final 1a) (Figures and appendices of report not provided for review and areas of text relating to conclusions and recommendations within the report have been blacked-out)

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At the time of reporting the site comprised a number of buildings / blocks predominantly occupied by Siemens. The report provides brief details of the site operations at that time (2003) as well as former site operations / installations and potentially contaminative operations (as detailed in table 2 in section 2.2.2 of this report).

The report states that at the time of the site inspection “no visual evidence of contamination was discerned” and states that the following issues are “worthy of note” in terms of sources of potential contamination:

. Activities between 1939-1945 focussed 85% of production for military purposes producing radios, radars, bomb sights, bomb releases, power units special paints and varnishes and 500 tonnes of aluminium powder (for bomb manufacture), field telephones and switchboards. . The site was extensively flooded in 1947.

The conclusions and recommendations sections of the report were not available for review.

 Phase I and II Environmental Risk Assessment, WSP Environmental Ltd., May 2006 (Ref. 12040913)

A Phase I and II Environmental Risk Assessment of the site was carried out by WSP Environmental UK (WSPE) in May 2006. The works were undertaken in order to identify potential sources of contamination, investigate areas of concern, assess ground and groundwater conditions in terms of contamination and identify what action was required (if necessary).

The Phase I Assessment identified the following areas of concern: decommissioned USTs, former refuelling area, vehicle maintenance and repair garage, demolished air raid shelters, former boiler house, waste disposal pit, areas of demolished buildings and various current and former site operations / processes (paint and varnish manufacture, plating processes and timber yard etc)

The Phase II site investigation comprised the completion of 78 drive-in sample boreholes to a maximum depth of 4mbgl and the drilling of 3 boreholes to a maximum depth of 10mbgl and conversion of the boreholes to groundwater and as monitoring wells as appropriate. Samples of soils, groundwater and ground gas were taken for chemical analysis (tested for a range of potential contaminants).

The investigation works confirmed that the site was underlain by Made Ground, Alluvium and Mercia Mudstone at depth. Groundwater was recorded at between 1.85m and 3.03m bgl. Visual and olfactory evidence of contamination was recorded in the Made Ground and alluvial deposits in numerous locations and depths mainly in the form of black colouration / staining and hydrocarbon odour.

The results of the chemical analysis indicated that soil and groundwater across the site are impacted by various contaminants (including asbestos in soil), with elevated concentrations of VOCs and TPH in groundwater being of particular concern; the underlying Minor Aquifer and potentially local surface water habitats of the SSSI to the south having been impacted by site derived contamination. Gas monitoring also identified elevated CO2 concentrations in two locations.

The report stated that concentrations of metal, inorganic and organic contaminants did not present a significant risk to commercial / industrial users of the site. One soil sample recorded elevated concentrations of TPH that could potentially present a risk to groundwater because the total TPH concentrations exceeded the residual saturation limit of 5,000mg/kg.

The report recommended that further investigations be carried out should residential development proceed and stated that it was likely that limited remedial works would be required in back gardens and landscaping subject to their locations and the results of any further investigations.

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The groundwater contamination was considered to be the main issue on site and it was recommended that the dissolved phase and potential free phase contamination within the groundwater be investigated through installation, sample and levelling of additional groundwater wells and sampling of existing wells. The report also recommended additional gas monitoring should the site be redeveloped in the future.

 Ground Investigation Report, Geotechnical & Environmental Associates (GEA), November 2006 (Ref. JO6242) (Figures and appendices of report not provided for review and areas of text relating to conclusions and recommendations within the report have been blacked-out)

The Ground Investigation carried out by GEA in November 2006 was undertaken to assess ground conditions, extent of contamination and provide information for foundation design with respect to the construction of 5 commercial units of up to three storeys. The investigated area was reportedly formerly used for a canteen, car park and leisure centre.

The boreholes (3 cable percussion boreholes to a maximum depth of 10.8m bgl and 5 shallow boreholes) confirmed that the site was underlain by 0.5m Made Ground above Alluvium (soft or firm brown clay to 0.3-0.9m, underlain by sand and gravel to 5.7m-7.7m), underlain by Mercia Mudstone extending to depths of at least 9.4m and 10.8mbgl (maximum depth investigated) . Groundwater was encountered in each borehole at between 1-2.5mbgl.

The results of the contamination testing (range of metals, TPH, PAH, total cyanide, phenols, SVOCs and VOCs) reportedly indicated that no significantly elevated levels of contamination were present within the 2 soil samples tested, as such, no remediation measures were considered necessary.

 Phase II Factual Site Investigation Report, AIG Engineering Group, November 2006 (Ref. 100260/SI/R001/01)

An intrusive site investigation was undertaken at the site in September and October 2006 to assess likely ground conditions and potential ground contamination sources on site and to provide greater delineation of soil and groundwater impacts in order to allow a remediation method statement to be generated, if appropriate. AIG states that the report should be read in conjunction with the WSP Phase I & II ERA report dated May 2006.

The investigation comprised the construction of 6 boreholes and 17 dynamics sampler boreholes. Testing carried out included: insitu permeability testing within 3 of the boreholes, chemical analysis of selected groundwater (from existing monitoring wells) and soil samples and the monitoring of soil gas and groundwater regimes.

The investigation identified visual or olfactory evidence of potential contamination within Made Ground in the majority of exploratory positions. Black discoloration and / or hydrocarbon odours were also noted in 4 probe positions. Suspected asbestos containing cement sheeting was encountered within 1 borehole. Within Alluvium black discolouration was encountered within 3 locations and hydrocarbon staining / grey discolouration and odours were also noted at 3 locations.

The report did not provide any interpretation of soil and groundwater chemical testing undertaken. Soil-gas testing reportedly found a maximum carbon dioxide concentration of 5.4% by volume and depleted oxygen levels.

The report concluded that potential contaminants identified included a variety of hydrocarbons and chlorinated solvents (no specific details of the identified contamination were provided within the report) and recommended that a Remediation Method Statement should be developed for discussion with the Environment Agency and the Local Authority.

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 Ground Conditions Environmental Summary Report for Beeston Business Park, Mason Navarro Partnership, July 2007 (Ref. 206185) (Introduction page only of report provide for review along with some Appendix data)

The Ground Conditions Environmental Summary Report carried out by Mason Navarro in 2007 summarised three previous environmental investigations carried out by three different contractors between 2006 and 2007. The reports from the investigations were:

. WSP Environmental Risk Assessment (reference: 1204092413) dated May 2006 . AIG Engineering Group Ltd Report (reference: 100260/SI/R001/01) dated January 2007 . Geotechnical and Environmental Associates Report (reference J06242) dated November 2006

The summary report concluded that all three ‘environmental surveys’ undertaken showed the subsoil around buildings 10.1 – 10.4 to have concentrations of contaminants below the threshold levels for residential buildings with plant uptake. It was concluded that this was in accordance with the CLEA method of testing and that the ground could therefore be considered free from contamination.

 Verification Report For Ground Contamination Treatment Works, Former Siemens Factory, Beeston, Provectus Group, June 2009 (Ref. 100260/VR/R001)

AIGE (now Provectus Group Ltd) were commissioned by HSBC Specialist Fund Management Limited to remediate the subject site based on risks identified in a previous Phase II site investigation in November 2006. A subsequent Human Health and Controlled Waters Quantitative Risk Assessment Report, February 2007 (reference: 100260/QRA/R001/01) (Report not provided to Ambiente for review) reportedly identified significant risk to human health and offsite waters in the form of hydrocarbons and chlorinated solvents. The report is understood to also have noted that “whilst risk assessment modelling had indicated that the recorded impacts of TPH aliphatic > C6-C8 compounds did not pose a significant risk to the offset waters of the Attenborough Nature Reserve, AIGE proposed a voluntary remedial target so as to further reduce the risks”.

The targets for the remediation works were set within the AIGE Remediation Options Appraisal and Remediation Method Statement report (reference: 100260/RMS/R003/01) (Report not provided to Ambiente for review) and the techniques and quality targets were reportedly approved by the Environment Agency and Broxtowe Borough Council. The agreed remediation strategy comprised:

. Treatment of a Vinyl Chloride hotspot in soil using HRC (insitu bioremediation) . Treatment of Chlorinated Solvent impacted groundwater (TCE, 1, 2, DCE, VC) using HRC (insitu bioremediation) . Treatment of Petroleum Hydrocarbon Aliphatic >C6-C8 impacted groundwater using REgenOx (insitu chemical oxidation) . Performance of groundwater monitoring.

The north of the site was treated using HRC for soil remediation. The west and south west areas were treated using HRC for groundwater remediation and the south area was treated using RegenOx (Oxygen release compound) for groundwater treatment.

The report concluded that the remedial requirements and associated targets were achieved and that the objectives of the agreed remedial scheme were met, which significantly reduced the level of risk associated with key identified pollution linkages outlined in the AIGE Ground Contamination Remediation Options Appraisal and Remediation Method Statement (March 2007).

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 Environment Agency Letter, Project Basil, Technology Drive, Beeston, 27 August 2009 (Ref. CL/2007/20)

The Environment Agency letter is written by Alex Chambers (Technical Officer) to Carl Day at Provectus Group Ltd. The letter provides sign-off on the remediation works undertaken as detailed in the Provectus Group Verification report dated June 2009 by way of the following statement “Based on the above and the information provided in the Verification Report dated June 2009, from a Groundwater and Contaminated Land perspective we have no further concerns regarding the risk the site poses to controlled waters”. It is understood that the letter provides confirmation that manganese has reached target thresholds.

2.4 Potential Sources of Contamination Identified

On-site . Various potential sources of contamination associated with the former use of site as a cycle works and telephone works, including: plating, painting, polishing and lacquering operations, vehicle maintenance and refuelling, bulk oil/ fuel storage, substations / transformers, waste deposition on- site etc. Off-site . Potential for migration of contamination from off-site potentially contaminative historical land uses (Railway lines, iron foundry, brewery, sewage works etc) from the early 1900s to present. .

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3. REGULATORY REVIEW

3.1 Statutory Designation

Contaminated land is legislated under The Contaminated Land (England) Regulations 2006 (SI 2006 No. 1380) and Part IIA of the Environmental Protection Act 1990. Revised statutory guidance under Part 2A of the Environmental Protection Act 1990 came into force on the 6th April 2012.

A brief summary of selected key aspects of the current regime is provided below:

Section 78A(2) of Part IIA defines “contaminated land” as: any land which appears to be in such a condition, by reason of substances in, on or under the land, that (a) significant harm is being caused or there is a significant possibility of such harm being caused to human health and non-human receptors (relevant ecological or property receptors as defined under the CLR); or (b) significant pollution of controlled waters is being caused or there is significant possibility of such pollution being caused”.

The regime operates on a risk-based case-by-case approach to decide whether a SPOSH (significant possibility of significant harm) exists and aims to focus remediation on reducing risks, rather than removing contaminants from soil / controlled waters irrespective of risk. In addition, a four-category framework for deciding whether a SPOSH exists for human health is in place (a similar framework is also in place for controlled waters) where land is categorised from categories 1 (contaminated land) to category 4 (not contaminated land) as follows:

Category 1 – Contaminated Land (High Risk and a SPOSH is assumed / determined to exist and taking remedial action under Part 2A is expected to be required) Category 2 – Contaminated Land (A SPOSH may be determined to exist and there is a strong case for taking action under Part 2A on a precautionary basis) Category 3 – Not Contaminated Land (Risk are not Low, however a SPOSH is unlikely to exist and regulatory intervention under Part 2A is not warranted) Category 4 – Not Contaminated Land (No or Low Risk, A SPOSH does not exist and no further action is required)

Local Authorities are the primary enforcing authorities under Part 2A and are required to identify contaminated land in their areas and deal with land where the risks of contamination to human health and the environment are unacceptable. The Environment Agency is the secondary enforcing authority for land designated as “special sites”, for example where land is causing significant pollution of controlled waters in specified circumstances or where the Environmental agency is considered by Government to be best placed as the enforcing authority etc.

The site has not been determined as contaminated under the provisions of the Environmental Protection Act 1990 by the local Council.

3.2 Site Regulatory Data

Information regarding potential hazards associated with environmental regulatory controls is summarised in Table 2. This information is taken from the data provided by the Landmark Information Group, a copy of which is provided in Appendix 4.

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TABLE 2

LANDMARK ENVIROCHECK REPORT REVIEW

Aspect Location Details Potential For Impact On-Site?

Contaminated Land On/off site There are no contaminated land register No Register Entries entries within 1km of the site.

Discharge Consents On site One former discharge consent (held by Unlikely Siemens) for site drainage and trade effluent discharge into Rylands Brook between 1981 and 1997. Revoked in 2006. Two further consents (held by Plessey Office Systems and Siemens Gec Communication) dated 1981(ref T/62/08761/T/1) and 1997 (ref CT/62/45147/T/1) for discharge of site drainage to Rylands Brook.

Off site Three discharge consents (status not supplied) Unlikely within 500m for sewage effluent discharges into Rylands Brook and the River Trent between 1961 and 1995.

Pollution Control On/off site No listed permitted sites within 500m. Nearest No Permits* LAPPC 630m north west for mobile screening and crushing processes.

Pollution Incidents to Offsite 5 pollution incidents to controlled waters Unlikely Controlled Waters / within 500m. Nearest was a category 3 (minor Substantiated incident) diesel oil spillage (from construction) Pollution Incidents in to watercourse at 54m north in 1998.Remaining 4 incidents (300-500m from site) all categorised as minor incidents (category 3) and included crude sewage spill, waste oil from Beeston sailing club and rubble/litter, between 1997 and 1998.

Registered On/off site No current consents within 1km. No Radioactive Substance Consents

Landfill Sites Off site No landfills within 500m. Nearest is 868m Unlikely south east.

Waste Management/ On/off site One waste management facility located 330m Unlikely Transfer/ Treatment north for end of life vehicles. Waste sites management license issued April 2007.

Hazardous Substance On/off site No listed consents within 500m. No Consents**

BGS Recorded Off site No recorded BGS Mineral sites within 500m No Mineral Sites

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LANDMARK ENVIROCHECK REPORT REVIEW

Aspect Location Details Potential For Impact On-Site?

Coal Mining On site The subject property is located in an area Possibly - which may be affected by coal mining activity. Refer to building survey report.

Ground Stability On site The property is located in an area identified as Refer to Hazards having no to very low potential for ground building stability hazards, no compressible ground survey stability hazards and low to very low potential report. for landslide and running sand and shrinking or swelling clay ground stability hazards

Radon On site Site located in an area where less than 1% of Refer to homes are above the radon action level. No building radon protection measures are necessary in survey the construction of new dwellings or report. extensions, according to the British Geological Survey.

Trade Directory On site 5 listed entries onsite for: commercial vehicle Yes Entries servicing and repairs (building 4), electrical engineers (unit 23), telecommunications equipment and systems, furniture manufacturers and printers (Block B).

Off site 7 active entries within 300m including: car Yes body repairs (two entries), materials handling equipment (forklift trucks), frozen food processors and distributors, commercial and domestic cleaning services and boat builders and repairs.

Fuel Station Entries On/off site No listed fuel station entries within 500m. No

*PC = Integrated Pollution Control (IPC), Integrated Pollution Prevention and Control (IPPC), Local Authority Air Pollution Control (LAAPC) Local Authority Pollution Prevention and Control (LAPPC) **HS = Control of Major Accident Hazard (COMAH), Explosive, Notification of Installations Handling Hazardous Substances (NIHHS)

3.3 Local Regulatory Agency Records

3.3.1 Environmental Health – Broxtowe Borough Council Ambiente requested a search for environmental records relating to the subject property from Broxtowe Borough Council in August 2013. A response was received from Rebecca Fallon, Environmental Health Technical Officer on 9th August 2013, which provided the following information:

. The site has not been determined as contaminated under the provisions of the Environmental Protection Act 1990 and that although the land is on the list of sites of potential concern due to historical and industrial and commercial uses, it is anticipated that the site will be a low priority for further investigation. . The Local Authority was not aware of any former pollution incidents, permits of licenses issued for the site and confirmed that they had not commissioned any site investigation, remediation or validation reports for the site.

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. The Local Authority confirmed that there are no closed landfill sites within 250m of the property and were not aware of any private water abstractions, groundwater abstraction points, discharges to soakaway within 1km of the site boundary. They also confirmed that “there are no known ongoing remediation projects or groundwater monitoring points within 100m of the site”. . The council acknowledged the existence of past site investigation reports relating to the property however these are not available for review.

3.3.2 Trading Standards Officer – Nottinghamshire County Council Trading Standards Ambiente requested a search for environmental records relating to the subject property from the local Petroleum Officer. A response was received from Dean Taylor (Trading Standards Officer – Nottinghamshire County Council Trading Standards) on the 12th September 2013 as follows:

The information below is taken from our current database, and has been typed by previous Petroleum Officers. I trust that you will find this information beneficial / of use, in regards to your environmental investigation.

. Tank 1 37,298 litres derv tested 10/93,5/96 . Tank 2 9,029 litres derv installed 1985 tested 10/93,5/96 . Tank 3 4,773 litres unl installed 1976 tested 10/93,5/96 . Tank 4 4,773 litres unl installed 1985 tested 10/93,5/96 . Tank 5 4,773 litres unl installed 1985 tested 10/93,5/96

2/5/95 all tanks and lines tested by Tanknology O.K. No. 0222

VISIT NO 011916 Date Of Visit: 14/10/1993 Officer: RFL. All tanks precision tested

Was B10 until 300698 – this suggests that petrol storage ceased on 30/06/98

22/08/97 - annual inspection visit - saw Barry Redgate - site OK - discussed current requirements and developments.

18/06/98 - Site meeting with David Griffiths, discussed closing down of the petrol forecourt, tanks to be foam filled, eventually complete removal, two petrol mixtures stores to [be] made redundant, possibly 60 gallon registration required.

25/06/98 - All tanks (3 x 1,000 gallons) are now foam filled, future plan to remove tanks out of ground

I suspect that the 3 tanks foam filled in June 1998 (numbered T’s 1, 2 & 3 on the actual certificate itself) were in fact T’s 3, 4 & 5, as these were the petrol tanks. The other 2 tanks, that stored diesel (aka derv), may have been kept in use after the petrol tanks were decommissioned. Our records do not indicate the current status of the 2 former diesel tanks, nor if they have been / are decommissioned.

Please note, this information supplied has been inputted by previous petroleum officers, and is taken straight from our database, I do not know the site myself at all, nor have I ever visited / inspected said site. Therefore, this information cannot be taken to be a definitive, 100% complete record of the site in question, in regards to current / historic petroleum storage & dispensing.

3.4 Permitting

According to the available Local Authority records no current environmental permits / consents are held for operations undertaken at the subject property.

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Records from data provided by Envirocheck suggest that Siemens holds a license for the operation of two boreholes on site (license number: 03/28/62/0007. Groundwater was extracted for industrial / commercial / public services: process water). The site currently operates two groundwater abstraction wells at Block A used to provide untreated supply (grey water) for sanitary facilities and sprinkler systems on site. The Environment Agency has confirmed that the Siemens licence detailed above remains active for the current abstractions.

Surface / storm water drainage from some areas of the site is discharged under consent to local surface water (Ryland Brook) to the south / southeast of the site. Consents (held by Plessey Office Systems and Siemens Gec Communication) dated 1981 (ref T/62/08761/T/1) and 1997 (ref CT/62/45147/T/1) for discharge of site drainage to Rylands Brook.

3.5 Energy Performance Certificates

The EU Energy Performance of Buildings Directive was introduced in the UK in January 2006. The Directive requires Energy Performance Certificates to be provided from April 2008 for commercial buildings over 500m² upon sale, rental or construction.

Energy performance reviews were undertaken for the property by Envest in December 2008. Energy Performance Certificates are available for all units within the estate. The Energy Performance Asset Ratings for the units are detailed below:

ENERGY PERFORMANCE ASSET RATINGS

Unit Rating Unit Rating Unit Rating

A Block G-241 Unit 2B D-96 Unit U D-83

ATOS Origin C-73 Unit 2C D-80 Unit Y E-119 Building (1)

B Block E-105 Unit 2F C-68 Unit Z D-98

Business F-142 Unit K D-88 Unit E & EE D-83 Centre Offices

F Block D-84 Unit P G-174 W Block C-64

G Block D-77 Unit R C-55

Unit 1F D-76 Unit T E-117

Under the Energy Act 2011, the Government is planning to introduce improved standards of energy efficiency for commercial buildings and means to make it unlawful to rent poorly performing buildings (EPC Rating of F or G) after April 2018. Where properties fall into these categories, landlords will need to carry out improvements prior to marketing them. Several of the units fell in to the lowest bands.

3.6 Asbestos

The Control of Asbestos Regulations 2012 came into force on 6 April 2012 (updating the original Control of Asbestos at Work Regulations, 2002, with limited changes). The regulations outline an explicit duty to manage asbestos in non-domestic premises with which all organisations are legally obliged to comply. Under regulation 4 of the Control of Asbestos Regulations 2012 a duty to manage asbestos in premises is imposed on a "duty holder".

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The duty holder is typically the tenant when in single occupation under an FRI lease or the landlord at vacant units. The duty holder must carry out an assessment as to whether asbestos is or is likely to be in the premises. If asbestos is found or suspected, the duty holder must: prepare a risk assessment and management plan, implement the management plan; and periodically review and update the plan. In addition the duty holder must provide information on the location and condition of the materials to anyone who is liable to work on or disturb them.

Site Management hold numerous asbestos reports for the property within the Gate House office; no asbestos documentation is reportedly held for Blocks Y, T, R, K, 1F, 2C or the ATOS Building (ATOS building developed in 2007/2008 and therefore not likely to contain asbestos materials)

The following asbestos documentation (most recent survey reports) was provided for review:

ASBESTOS DOCUMENTATION

Units Summary of Asbestos Documentation Provided

Block 1M Labelling of asbestos containing materials at block 1M was carried out by Eton Environmental Services on 20th October 2009. All known ACMs were labelled with asbestos warning stickers with the exception of the roof-light glazing. ACM was known to be present in insulating board, floor tiles, ropes, pipe debris, bitumen and gaskets throughout the building. It was advised that the condition of the ACM be monitored throughout the next 12 months and that the ACM identified in the pipe debris on the ground floor, and the floor tiles on the first floor be removed immediately. Building to be demolished during planed redevelopment works.

Block A Re-inspection of known ACM at Block A, carried out by Eton Environmental Services in December 2011 identified Chrysotile asbestos in the following ground floor locations of unit A: the cement ceiling panels in the pump room, in the packing around the pipes in the wall and ceiling of the old fire station and battery room, in the gaskets of the pipe flanges and in the rope seals in the roof lights of the Bridgeway stores. The material risk was assessed as very low in the ceiling panels and gaskets and low in the packing and ropes. The following management and control actions were advised: to inform staff and contractors, monitor the condition of the ACM and to label the sources with warning stickers. Building to be demolished during planed redevelopment works.

Block B  Re-inspection of known ACM at “Block B – Large Bore Pipe Work” report carried out by Eton Environmental Services in January 2012 identified amosite and chrysotile asbestos in the pipe debris, pipe lagging and packing debris around the pipe work in block B. All unsealed debris was assessed as medium to high risk). Recommended management and control actions included to inform staff/contractors, to isolate/restrict access to the area immediately and to monitor the condition of the ACM over the next 12 months.  The Air Monitoring Certificates from air monitoring carried out by Eton Environmental Services in June 2012, confirm the absence of airborne asbestos fibres in the building. Building to be demolished during planed redevelopment works.

Block 2B The re-inspection of known ACM carried out at block 2B by Eton Environmental Services in December 2011 identified amosite and chrysotile ACM in the cladding, insulating board, floor tiles, rope and debris throughout the building. Recommended management and control actions included informing staff/contractors and labelling the ACM with stickers immediately and monitoring the condition of the ACM over the next 12 months. It was recommended that all debris be subject to an ‘environmental clean’. For ACM identified in insulating board, it was recommended that the materials be ‘encapsulated under controlled conditions’. Building to be demolished during planed redevelopment works.

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ASBESTOS DOCUMENTATION

Units Summary of Asbestos Documentation Provided

Business  The re-inspection of known ACM at Beeston Business Centre carried out by Eton Centre (D Environmental Services in January 2012 identified chrysotile and amosite & J) asbestos in the rope seals, pipes, cement panels and sheets and thermal insulation in the ceiling void. It was recommended that all staff/contractors be informed immediately and that the condition of the ACM be monitored over the next 12 months.  A letter from Deconstruct (UK) Ltd. Re: ‘Asbestos removal at Blocks F and D, Beeston Business Park, Technology Drive, Nottingham, NG9 2ND’, dated 15th March 2011 outlined the extent of ACM removal at D Block as: the removal of damaged asbestos insulation board located within the ceiling void above the door in the corridor to the WC’s (sample ref: 04166-024) and the asbestos insulation board above the door to reception within the corridor adjacent the WC’s (sample ref: 01466-026). The letter also advised that: “the works covered by this quotation are considered "major" in the control of asbestos regulations and as such are notifiable 14 days prior to commencement to the Health and Safety Executive or local Environmental Health Officer”.  Building to be demolished during planed redevelopment works.

Block E The asbestos survey carried out by Eton Environmental Services at E block in December 2009 collected 104 samples, 72 of which were confirmed to contain asbestos (both amosite and chrysotile). A further 66 assessments were strongly presumed to contain asbestos. Locations of identified ACM included the boiler room, the roof, the lift motor room, radiator insulation packing, insulating board etc. The report advised that the areas known to contain asbestos (boiler room on roof, radiator voids, W/C cistern voids and the riser adjacent to the MW/C (thermal insulation to pipes and associated debris) on the 6th and 4th floors)) were not accessed until they had been decontaminated. Building to be demolished during planed redevelopment works.

Block EE The asbestos survey carried out by Eton Environmental Services at EE block in January 2010 tested 36 samples, 21 of which were confirmed to contain asbestos. A further 19 assessments were presumed to contain asbestos. The identified ACM were located in insulating board, damp proof coursing, vinyl floor tiles and fire door lining throughout the building. It was recommended that all ACM was removed from the site prior to refurbishment. Building to be demolished during planed redevelopment works.

F Block A letter from Deconstruct (UK) Ltd. Re: ‘Asbestos removal at Blocks F and D, Beeston Business Park, Technology Drive, Nottingham, NG9 2ND’, dated 15th March 2011 outlines the extent of the work at F Block as: the removal of asbestos pipe insulation residue to the large bore pipe located at high level within the roof void of the open plan storage area (sample ref: 04925-039). The letter also advised that: “the works covered by this quotation are considered "major" in the control of asbestos regulations and as such are notifiable 14 days prior to commencement to the Health and Safety Executive or local Environmental Health Officer”. Building to be demolished during planed redevelopment works.

Block G The re-inspection of ACM at block G, carried out by Eton Environmental Services in May 2010 (and based on paperwork from a previous company, not their own Type 2 Survey) recommended that the chrysotile ACM previously identified in the gasket in the boiler room be removed and disposed of as ACM. With regard to the chrysotile asbestos previously identified in the cement on the loading bay roof, the loading platform area and the canopy roof connecting G block to D/J Block, it was recommended that the condition of the ACM be monitored over the next 12 months and that the staff and contractors be informed immediately.

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ASBESTOS DOCUMENTATION

Units Summary of Asbestos Documentation Provided Building to be demolished during planed redevelopment works.

Block U The re-inspection of ACM carried out by Eton Environmental services in November 2011 identified chrysotile asbestos in floor tiles in the lift lobby, mastic ducting in the riser adjacent to the lift and the mastic ducting and gaskets in the plant room (all assessed as low risk). The report recommended that staff/contractors be informed and that all sources be labelled with warning stickers immediately. It was also recommended that the condition of the ACM be monitored over the next 12 months. Building to be demolished during planed redevelopment works.

Block W The asbestos survey carried out at W Block by Eton Environmental Services in December 2008 did not detect any asbestos in any of the samples collected.

It is expected that under the terms of their leases, the tenants within the Blocks remaining in their current use would be responsible for Asbestos Management within their respective units.

3.7 Potential Sources of Contamination Identified

On-site  Known asbestos containing materials within the site buildings.

Off-site No significant additional off-site potential sources of contamination have been identified.

3.8 Recommendations

Action 1 Ensure asbestos surveys are undertaken by the remaining tenants and that registers and management plans are held on site and appropriate management action is undertaken as required. Action 2 It is recommended to ensure that an appropriate asbestos survey is undertaken for the property prior to the planned demolition works, required management actions are undertaken during demolition works and appropriate PPE is worn by all demolition contractors / workers. Action 3 Ensure that all licenses and consents related to discharges to surface water and groundwater abstraction are reviewed updated with the appropriate regulators prior to and upon completion of the planned redevelopment works.

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4. SITE OPERATIONS

4.1 Introduction

The site was audited on the 19th September 2013 by Sarah Pirrie and Lily Dalby-Grey of Ambiente International LLP. Based on the information gathered during the site visit a brief description of the current tenant activities is provided below.

4.2 Current Site Operations

Approximately 6.3ha of the site is used for office and industrial development, and of this ~55% is unoccupied. At the time of the site visit (September 2013) Blocks B, E, EE, 1M and U were vacant and the tenant of Block Z had been served an eviction notice. The remainder of the site was occupied as follows:

. The Atos building, Block 2B, the business centre (Blocks D & J), Block K and Block W were used as offices. . Block G and part of Block A were in use by network rail for offices, limited assembly operations and stores. . Block F (Multi let units) was used for storage of cardboard, books, furniture and fabrics, a gym and café. . Blocks 2C, 1F and R were used by SMS Electronics for manufacture / assembly of circuit boards etc (soldering, assembly etc). . Block T was used by Paul Barton Tachographs as a vehicle servicing centre. . Block Y was used as Plessey Social Club

4.3 Proposed Redevelopment

It is understood that the majority of the site is to be subject to a mixed use redevelopment in the short term (including demolition of existing Blocks A, B, E, EE, D, F, 2F,G,T,U, Y, and Z . Blocks K, W, R, 1F, 2C in the south of the site and the ATOS building in the northwest are to be retained in their current use.

At present it is understood that the redevelopment plans for the site include the following:

. 5 small buildings for retail and restaurant use in the north / northeast . 2 office blocks to the south of the ATOS building in the northwest . 6 light industrial buildings / blocks in the south-west . A large residential development in the north-east / east.

4.4 Site Infrastructure

For full details of the property’s infrastructure systems and maintenance/condition records etc. please refer to available Building and M&E survey reports / files. Service contracts are currently held with Amber Electrical (Electrics and Plumbing), Compco (Sprinkler System) and GB Water Ltd (Water Testing).

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The following provides a brief description of various infrastructure elements relevant to the subject property:

4.4.1 Water Supply and Wastewater The site is connected to the mains water supply. In addition, the site currently operates two groundwater abstraction wells located at Block A used to provide untreated supply (grey water) for sanitary facilities and sprinkler systems on site. The Environment Agency has confirmed that an active license is held by “Siemens Traffic” in relation to these abstractions (see Section 5.4 for further details). The borehole’s water is tested by GB Water Solutions on a quarterly basis for legionella only. No further testing of the water supply is undertaken by the site or the Environment Agency.

Detailed current drainage plans for the entire site area have not been provided for review. It is understood from previous environmental reports, historical site plans and planning records that sanitary wastewater from the site is discharged partly to a separated foul sewer and partly to a combined sewer. Surface / storm water drainage is partly discharged under consent to local surface water (Ryland Brook) to the south / southeast of the site and is partly discharged to soak-aways (reportedly in northern site area); a planning drawing for the current Atos building shows a number of stormwater storage cells (Wavin Aquacell) are located in the surroundings of the building.

During the recent site inspection suspected oil/water interceptors (vent pipes and / or drainage cover configurations) were observed to the east and west of the ATOS building and Block K. Available drainage plans for the property also indicates the presence of an oil/water interceptor to the east of Block T. No further information has been provided.

During the site visit a suspected water level monitoring well was observed to be located close to W block. No further information has been provided.

No trade effluent is produced at the property and no wash down of vehicles is undertaken.

4.4.2 Power Supplies

Electricity is provided to the site from the national grid. Approximately 12 substations / sets of transformers are present in various locations across the site (some no longer in use).

Three active back-up generator units (modern design) are located on concrete hardstanding to the east of Block K. Each of the generators is provided with an integral diesel tank.

An active back-up generator unit (modern design) is located in a dedicated locked compound to the southeast of the ATOS building. It is understood that diesel is supplied from an adjacent above ground tank.

An active back-up generator is located within the Pump House over concrete hardstanding. The unit is provided with a small steel diesel day tank.

A dis-used generator is located within Block B. The unit is provided with a small steel diesel day tank.

4.4.3 HVAC (Heating, Ventilation and Air Conditioning) The majority of the site buildings are provided with gas fired heating systems and air-conditioning systems. Maintenance contracts are in place with 3rd party contractor for all operational M&E plant on site.

There are no oil fired heating systems present on site.

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4.4.4 Other Sprinkler systems are in place in Blocks 1F, R, K, W, F, B and G, and are serviced and maintained by a third party contractor (CompCo). The sprinkler systems are fed by water tanks supplied from an on-site groundwater abstraction well located within Block A.

Amber electrical maintain electrical installations, plumbing and borehole present on site.

Legionella testing and water risk assessments are undertaken by GB Water Ltd c/o Graham Bingham. Water Systems Hygiene and Legionella Risk Assessments were undertaken for the Gate House March 2011), Block B, the Business Centre ( Blocks D & J), Block F and the café within Bock F in 2009 and were updated in March 2011.

4.5 Materials Storage and Handling

4.5.1 Above Ground / Underground Bulk Storage Tanks

. A large underground water tank (estimated volume 55,000 litres) is located between Blocks A and C

. Diesel is stored on site to power backup generators and the sprinkler pump. The majority of the generators on site have small integral diesel tanks or small stand alone day tanks (no tanks over 1,500 litres observed). It is understood that a larger diesel tank is present in a secure compound at the Atos building (no access to this area during site visit); the tank was installed during the construction of the building in the late 2000s and is expected to have been installed in compliant with the relevant guidance.

. A small (~500 litres) oil tank is located over concrete hardstanding in the storage building to the rear of Block W. No evidence of leaks or spills. The tank appears to be disused.

. Two empty 1,350 litre above ground diesel tanks are located within a brick bund in a dedicated room in Block T. The tanks are no longer in use. No evidence of spills or staining were noted during the site visit.

. A concrete sump tank is located within one of the inspection pts within Block T (garage). It is understood that the tank was used to collect oil drained from vehicles during former servicing operations.

. A small double skinned plastic diesel tank is located over concrete hardstanding within the sprinkler pump house. The tank was reportedly installed in 2012. No leaks or spills were noted. Approximately 3 smaller day tanks were also located within the pump house. No issues.

4.5.2 Hazardous Materials Storage and Handling No other significant storage or use of hazardous materials or waste is currently undertaken on site. The tenants store limited volumes of oils, aerosols, and cleaning agents etc internally over concrete flooring or externally in dedicated bunded units.

Housekeeping was generally noted to be good during the site visit. No evidence of significant spills or staining was observed in any materials / waste storage areas during the site visit.

The tenant Railtrack operates an external storage compound to the south of Block A. This area was noted to be located over unmade ground (hardcore surface) and poorly maintained and storage of materials was disorganised. Site management stated that a small diesel tank was present within the storage yard, however no such tank was observed on the day of the site visit.

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4.6 Waste Management

Waste management at the property was generally noted to be good. Waste generated by the tenants generally comprises general waste (non-hazardous controlled waste). Waste materials are generally stored in dedicated bins internally and are collected and disposed of on behalf of the tenants by the local council or licensed waste contractors including Wards and Wastecycle.

No significant quantities of hazardous waste are produced on site.

4.7 Housekeeping & Other Issues

Housekeeping was generally noted to be good during the site visit. No evidence of significant spills or staining was observed in any materials / waste storage areas during the site visit.

No obvious evidence of invasive plant species was noted during the site visit.

4.8 Potential Sources of Contamination Identified

On-site . Current storage and handling of hazardous materials (including storage of heating oil and refuelling activities) on site.

4.9 Sensitive Environmental Receptors

. Development / Refurbishment Workers . Future Site Users, Residents & Contractors

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5. ENVIRONMENTAL SETTING

5.1 Introduction

The environmental setting for the subject site is assessed by considering the vulnerability of groundwater and surface water resources as well as local nature protection areas. The supporting information is provided from the following sources:

 British Geological Survey, Geological Mapping Sheet 125 (Derby), Solid and Drift, 1:50,000.  Envirocheck Report (regulatory searches, geology report and historical maps) prepared by Landmark Information Group.  Information from Environment Agency website: http://www.environment-agency.gov.uk.

5.2 Topography

The property slopes gently from the north east (~30m AOD) downwards to the south west (~ 27m AOD).

5.3 Geology

BGS Records

The geological map for the area where the property is located indicates that the property is likely to be underlain by Alluvium over Mercia Mudstone Group.

A number of BGS boreholes are available for the site area which confirm that the site is underlain by Made Ground (soil clay brick and stones) to 2-3m, further underlain by sandy and stony clay to 3.5m and compact sand and gravel to 5m. Groundwater was recorded from 1m bgl.

Previous Reports

All previous environmental reports for the property confirm that the site is underlain by Made Ground, then Alluvium which is further underlain by Mercia Mudstone Group.

5.4 Hydrogeology

The Environment Agency Aquifer Designation map for the area of the subject property indicates that the property is directly underlain by a Secondary A Superficial Aquifer (permeable layers capable of supporting water supplies at a local rather than strategic scale, and in some cases forming an important source of base flow to rivers).

The site is further underlain by a Secondary B Bedrock Aquifer (predominantly lower permeability layers which may store and yield limited amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering)

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.

According to BGS records, 5 groundwater wells are present on site as detailed below:

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1) Reg No. SK53NW517/BJ, ref: SK53/4D, Ericsson Telephones, undated record, 6.1mbgl, Sherwood Sandstone Group Aquifer. 2) Reg No. SK53NW518/BJ, reference SK53/4E, Ericsson Telephones, 1947, 122.7mbgl, Sherwood Sandstone Group Aquifer. 3) Reg No. SK53NW516/BJ, Ref: SK53/4B, Ericsson Telephones, 1906, 36.6mbgl, Mercia Mudstone Group Aquifer. 4) Reg No. SK53NW4/C/BJ, Ref: SK53/4C, Ericsson Telephones, 1911, 121mbgl, Sherwood Sandstone Group Aquifer. 5) Reg No. SK53NW493/BJ, Ref: SK53/4A, Ericsson Telephones, 1902, 6.1mbgl, superficial deposits.

Site management have stated that two boreholes / groundwater wells are currently operational at Block A. The location and current status of the remaining groundwater wells is not known.

Off site, three boreholes within 500m were recorded for hydroelectric power generation (340m south east), golf course irrigation (500m west) and impounding of water from the River Trent (320m south east).

The property is not located within a Source Protection Zone as defined by the Environment Agency (EA). There is a Source Protection Zone III from within 250m north.

Groundwater sensitivity is considered to be moderate to high.

5.5 Hydrology

5.5.1 Surface Water The nearest surface water course is the culverted Rylands Brook, running underneath the property, emerging at the south of the site and draining south into the River Trent.

The nearest off site surface water feature is the SSSI Attenborough Nature Reserve adjacent to the site on the south western boundary.

There are eight recorded surface water abstraction points within 1km of the property for impounding at Beeston Weir (330m south east), Hydroelectric power generation (340m south east, Novera Energy Generation), spray irrigation (500m west, 600m south east, 800m south) and process water and non- evaporative cooling (Boots, 980m north east).

Surface water sensitivity is assessed to be high.

5.5.2 Flooding Environment Agency and Envirocheck

The Environment Agency website classifies the area in which the property is located as being in a flood risk zone. The site is located in a flood plain.

Southern section of site: flood risk is assessed as low – the area is unlikely to flood except in extreme conditions. The chance of flooding each year is 0.5% (1 in 200) or less. This takes into account the effect of any flood defences that may be in this area, whether or not these are currently illustrated on the Flood Map.

Northern section of the site: flood risk is assessed as Moderate –the area has a moderate chance of flooding. The chance of flooding each year is 1.3% (1 in 75) or less, but greater than 0.5% (1 in 200). This takes into account the effect of any flood defences that may be in this area, whether or not these are currently illustrated on the Flood Map.

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Previous Reports

It is understood from previous reports that the basements of former buildings located in the north west of the site are prone to flooding, possibly due to groundwater ingress (not confirmed).

It is understood that flood defences are present along the western site boundary (specific details not known). None of the current tenants have reported past flooding events at the property but one previous report mentions that the site was flooded in 1947.

A flood risk assessment undertaken by Atkins in 2007 states that the property lies within flood zone 2/3 as defined by the Environment Agency. Breach Analysis revealed that the site was partly vulnerable to flooding. The risk assessment states that the site is defended from fluvial flooding from the River Trent by the Rylands Flood Protection wall and earth embankments located south and west of the site. An earth embankment located on the western boundary of the site separates it from Attenborough Nature Reserve. The existing flood defences were built in the 1950s following the serious floods of 1947. Defences are formed of grassland earth embankments and the Rylands flood protection wall.

5.6 Ecology

The Attenborough Nature Reserve adjacent to the property (south west) is classed as a Site of Special Scientific Interest.

Internet research confirms that the reserve was created in 1966 and comprises filled gravel pits (excavated between 1929 and 1967) with drier islands of scrub and grassland. The reserve was designated as a SSSI (reference: http://www.attenboroughnaturecentre.co.uk/about/attenborough- nature-reserve/).

Ecological Sensitivity is considered to be high.

5.7 Sensitive Environmental Receptors Identified

. Groundwater: Secondary A and Secondary B Aquifers (shallow groundwater).

. SSSI, Attenborough Nature Reserve (adjacent) . Rylands Brook and River Trent (adjacent / 200m south).

5.8 Significance of Environmental Setting on Pollution Pathways

Hardstanding across the majority of the operational area of the site will reduce the potential for development / refurbishment workers and future site users and residents to have direct contact with below ground contamination and will provide some protection against vertical migration of contamination within the relatively permeable deposits directly beneath the site.

The landscaped areas across the site could provide pathways for exposure to below ground contamination for redevelopment contractors undertaking below ground works (and if retained for future residents / contractors - children and landscaping contractors).

The network rail yard area in the centre of the site is not provided with hardstanding and therefore could provide a pathway for infiltration of contamination to soil / groundwater.

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Shallow groundwater may provide a pathway for shallow mobile contaminants (if present) to migrate onto the site from off-site sources, or away from the site onto third party land. Groundwater is expected to flow to the south / southwest and may be affected by local abstractions. Shallow Groundwater within the alluvial sand and gravel aquifer is also expected to be in hydraulic continuity with local surface water bodies.

A Brook is culverted under the site and anticipated to be of low permeability construction (i.e. brick, concrete or clay lined), which reduces the degree of connectivity between shallow groundwater and the watercourse.

Storm / surface water drainage from the property is discharged via various methods including directly to local surface water under consent and to ground via soakaways and therefore storm / surface water runoff is considered to be a viable pollution pathway for controlled waters and off-site receptors.

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6. ENVIRONMENTAL RISK ASSESSMENT

6.1 Introduction

The identified environmental considerations at the site are addressed below by adopting a site-specific qualitative risk assessment. The guiding principle behind the assessment is the establishment of a connection between a hazard/source, pathway and receptor or “contamination linkage”. The risk assessment methodology is outlined below.

6.2 Environmental Risk Assessment Methodology

Environmental Risk assessment is the process of collating known information on a potential hazard/source of contamination in order to estimate the actual or potential risks to receptors. For the purposes of the risk assessment: A source or “contaminant” is a substance which is in, on or under the land and which has the potential to cause significant harm to a relevant receptor, or to cause significant pollution of controlled waters; A “receptor” is something that could be adversely affected by a contaminant, for example a person, an organism, an ecosystem, property, or controlled waters; and A “pathway” is a route or routes by which a receptor is or might be affected by a contaminant (see model below).

Model 1

SOURCE-PATHWAY-RECEPTOR MODEL

Hazard/Source Solvent spill in yard

Linkage Contamination

Exposure Migration via surface Pathway water drain

Receptor Discharge to river

All three elements of a contaminant linkage must exist before the land can be considered potentially to be contaminated land.

Risks are generally managed by isolating or removing the contaminant/source, isolating the receptor or by intercepting the exposure pathway. Without the three essential components of the source-pathway- receptor model, there can be no risk; therefore, the presence of a contaminant/source at a site will not necessarily mean that there will be an associated risk.

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This section presents the contaminants/sources and sensitive receptors identified in this review, and then examines the potential for there to be a connection / exposure pathway between them. The findings are presented in Tables 6a and 6b below.

6.3 Identified Potential Sources of Contamination

The following potential sources of contamination have been identified for the property:

6.3.1 On-site Sources

 Various potential sources of contamination associated with the former use of site as a cycle works and telephone works, including: plating, painting, polishing and lacquering operations, vehicle maintenance and refuelling, bulk oil/ fuel storage, substations / transformers, waste deposition on- site etc (range of potential contaminants including: petroleum hydrocarbons, BTEX, mineral oils and greases, solvents, heavy metals, VOCs, acids and alkalis, paints etc)  Current storage and handling of hazardous materials on site (potential contaminants: hydrocarbons, solvents, paints etc)  Known asbestos containing materials within the site building (potential contaminant: asbestos fibres).

6.3.2 Off-site Sources

 Potential for migration of contamination from local off-site potentially contaminative historical land uses: depots and railway lines, works, iron foundry and brewery etc, from the early 1900s to present (range of potential contaminants including: generation of ground gas, hydrocarbons, sulphates, oils and greases, solvents, heavy metals, various organics and inorganics, asbestos, herbicides etc).

6.4 Identified Receptors & Pathways

The following site-specific receptors and potential pathways have been identified:

 Development / Refurbishment Workers, Future Users, Residents and Contractors (migration via permeable strata, direct / dermal contact, inhalation of vapours, ingestion)  Groundwater (infiltration / migration via permeable strata)  Surface Water (migration via surface water drains / permeable strata)  Attenborough Nature Reserve SSSI (migration via surface water drains / permeable strata)

6.5 Environmental Risk Assessment

This assessment will identify where pollutant linkages may exist (where a viable exposure pathway connects a source with a receptor). Only where a viable pollutant linkage is established, will this assessment go on to consider the potential level of risk. The level of assessed risk is a function of both:

 The likelihood (probability) of an event taking place, taking into account both the presence of the hazard/source and the receptor and the integrity of the exposure pathway; and  The severity of the potential consequence if the event takes place, which takes into account both the potential severity of the hazard/source and the sensitivity of the receptor.

In consideration of the above, the following environmental risk categorisation has been developed:

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Table 5

ENVIRONMENTAL RISK CLASSIFICATION

CLASSIFICATION DESCRIPTION

Very high There is a high probability that severe harm could arise to a designated receptor from an identified hazard/source at the site.

High Harm is likely to arise to a designated receptor from an identified hazard/source at the site.

Moderate It is possible that harm could arise to a designated receptor. It is relatively unlikely that any such harm would be severe.

Low It is possible that harm could arise to a designated receptor from an identified hazard. It is likely that if any harm were to be realised, the effects would be mild.

Very low The presence of an identified hazard/source does not give rise to the potential to cause harm to a designated receptor.a

Tables 6a & 6b overleaf summarise the identified potential environmental risks associated with the areas of the subject property to be retained for light industrial use (Table 6a) and the areas of the property to be redeveloped (Table 6b). The assessments are based upon the information provided for review and conditions observed during the recent site visit.

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Table 6a

ENVIRONMENTAL RISK ASSESSMENT FOR SITE UNDER CONTINUED CURRENT USE

ON-SITE SOURCES

Source 1 Former use of site as a cycle works and telephone works, including: plating, painting, polishing and lacquering operations, vehicle maintenance and refuelling, bulk oil/ fuel storage, substations / transformers & waste deposition on-site etc Details Industrial use of the site since the 1890s with numerous potentially contaminative operations and installations and on-site waste deposition in 1960s/1970s (area of waste deposition located under car parking and infill materials expected to be mostly inert.). Various phases of redevelopment, including demolition, extension and construction of buildings across the site over time. Numerous previous site investigations undertaken have identified Made Ground and residual historical contamination across the site (no gross widespread contamination). Remediation works have been undertaken in the south of the site in the areas of Blocks K, W, R and 1 F and area of former Blocks A & S (south of Block G) it is expected that any significant contamination present in the area of the Atos building would have been appropriately managed during the recent construction of the building.

Pathway Direct contact, inhalation, ingestion. Migration via permeable strata Migration via permeable strata Migration via permeable strata

Receptor Site users / Maintenance workers Groundwater (Secondary Aquifer) Surface water (Rylands Brook and River Trent) Ecology(Nature Reserve SSSI)

Consequence Mild [Human Health] Mild [Pollution of groundwater] Mild [Pollution of surface water] Mild [Pollution of SSSI]

Likelihood Unlikely Low likelihood Low likelihood Low likelihood Presence of hardstanding in operational areas of Presence of hardstanding across the site will provide Presence of hardstanding across the site will Presence of hardstanding across the site will site will prevent against direct contact with some protection against infiltration and migration of provide some protection against infiltration and provide some protection against infiltration and potential residual contamination below ground. below ground contamination. Landscaped areas yard migration of below ground contamination. migration of below ground contamination. Appropriate health and safety precautions likely area in centre of site not provided with hardstanding; Landscaped areas and yard area in centre of site not Landscaped areas yard area in centre of site not to be used during below ground landscaping / allowing rainwater / surface water to infiltrate and provided with hardstanding; allowing rainwater / provided with hardstanding; allowing rainwater / maintenance works. potential mobilisation of any contaminants. surface water to infiltrate and potential mobilisation surface water to infiltrate and potential mobilisation of any contaminants. of any contaminants. Natural attenuation processes expected to Site underlain by secondary aquifers and on site reduce overall contaminant concentrations over groundwater abstraction for non-potable use. Brook culverted under site and River 200m SSSI located adjacent to subject site and area time. Discharge of storm / surface water runoff via southeast. Discharge of storm / surface water runoff expected to be in hydraulic continuity with shallow interceptors to ground in some areas of the site. from some areas of site via interceptors to surface groundwater on-site. water. No reported incidents. No reported incidents. No reported incidents. Natural attenuation processes of dilution, dispersion Natural attenuation processes of dilution, dispersion and degradation expected to reduce the overall Natural attenuation processes of dilution, dispersion and degradation expected to reduce the overall contaminant concentrations over time. and degradation expected to reduce the overall contaminant concentrations over time and distance contaminant concentrations over time and distance

Risk Very Low Low Low Low

Source 2 Former waste deposition on-site (Ground gas)

Details Former excavation on-site was reportedly clay lined and filled with waste from former site operations in 1962. Area paved over in 1971. (Waste reportedly included black ashy gravelly sand, clayey sand with clinker and black staining and variable proportions of brick and concrete).

Pathway Migration via permeable strata, accumulation and asphyxiation, suffocation and explosion

Receptor Site users / Maintenance workers

Consequence Severe [Human Health Effects]

Likelihood Unlikely Area of waste deposition located under car parking, majority of infill materials expected to be inert. Area not identified as a landfill by local regulators. No reported incidents related to ground gas. Operational units well ventilated and not provided with basement areas, reducing the possibility for gases/vapours to accumulate within enclosed spaces to hazardous levels. Protective equipment likely to be worn during refurbishment / maintenance work.

Risk Moderate to Low

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Source 3 Potential for contamination from current storage and handling of hazardous materials on site.

Details Limited bulk storage of fuel storage undertaken to supply generators and sprinkler pumps. Tenants store limited volumes of oils, aerosols, and cleaning agents etc internally over concrete flooring or externally in dedicated bunded units. No significant quantities of hazardous waste are produced on site.

Pathway Direct contact, inhalation, and ingestion. Migration via permeable strata Migration via permeable strata Migration via permeable strata

Receptor Site users / Maintenance workers Groundwater (Secondary Aquifer) Surface water (Rylands Brook and River Trent) Ecology(Nature Reserve SSSI)

Consequence Mild [Human Health] Mild [Pollution of groundwater] Mild [Pollution of surface water] Mild [Pollution of SSSI]

Likelihood Low likelihood Low likelihood Low likelihood Low likelihood Housekeeping of current hazardous materials Housekeeping of current hazardous materials and Housekeeping of current hazardous materials and Housekeeping of current hazardous materials and and waste observed to be good during recent waste observed to be good during recent site visit. No waste observed to be good during recent site visit. waste observed to be good during recent site visit. site visit. No evidence of significant spills or evidence of significant spills or staining. No reported No evidence of significant spills or staining. No No evidence of significant spills or staining. No staining. No reported recent significant spill / recent significant spill / pollution incidents. reported recent significant spill / pollution incidents. reported recent significant spill / pollution incidents. pollution incidents. Presence of hardstanding across the majority of Presence of hardstanding across the majority of Presence of hardstanding across the site will provide Appropriate health and safety precautions likely operation areas of the site will provide protection operation areas of the site will provide protection some protection against infiltration and migration of to be used during handling of hazardous against infiltration and migration of contaminants into against infiltration and migration of below ground below ground contamination. materials. soil and groundwater. Yard area in centre of site not contamination. Yard area in centre of site not SSSI located adjacent to subject site and area provided with hardstanding and therefore any leaks / provided with hardstanding and therefore any leaks / expected to be in hydraulic continuity with shallow spills could infiltrate to ground. spills could infiltrate to ground. groundwater on-site. Site underlain by secondary aquifers and on site Brook culverted under site and River 200m No reported incidents. groundwater abstraction for non-potable use. southeast. Discharge of storm / surface water runoff No pollution incidents relating to subject site from some areas of site via interceptors to surface Discharge of storm / surface water runoff via recorded by Environment Agency. interceptors to ground in some areas of the site. water. No pollution incidents relating to subject site recorded No pollution incidents relating to subject site by Environment Agency. recorded by Environment Agency.

Risk Very Low Low Low Low

Source 4 Known asbestos containing materials within the site buildings (potential for release of asbestos fibres)

Details The site buildings were mostly constructed from the 1890s to 1970s and subject to various refurbishments. Block K was developed between 1985 and 1992. Due to the construction dates and subsequent refurbishments most buildings have the potential to contain asbestos materials.

Pathway Potential for damage to asbestos materials and Inhalation of asbestos fibres

Receptor Site users / Maintenance workers

Consequence Severe [Long-term human health effects]

Likelihood Low likelihood Asbestos documentation provided for Block W did not identify any asbestos and the ATOS Building was developed in 2007/2008 and therefore is not likely to contain asbestos materials. No asbestos documentation has been provided for Blocks K, R, 1F, 2C; it is expected that under the terms of their leases, the tenants within these blocks would be responsible for Asbestos Management within their respective units. Protective equipment expected to be worn during refurbishment / maintenance works. Risk Moderate

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M7 Real Estate LLP

OFF- SITE SOURCES

Source 1 Potential for migration of contamination from local off-site potentially contaminative historical land uses (depots and railway lines, works, iron foundry and brewery etc, from the early 1900s to present.

Details Railway lines and local light industrial land uses from early 1900s to present. No proven migration of contamination onto subject site, and no reported significant local pollution incidents. Natural attenuation processes expected to reduce overall contaminant concentrations (if present) over time.

Pathway Migration via permeable strata, leading to direct contact, inhalation, and ingestion.

Receptor Site users / Maintenance workers

Consequence Mild [Human Health]

Likelihood Unlikely No proven migration of contamination onto subject site from off-site sources. Natural attenuation processes expected to reduce overall contaminant concentrations (if present) over time and distance. Numerous previous site investigations undertaken have identified historical contamination across the site (no gross widespread contamination). Remediation works have been undertaken in the south of the site in the areas of Blocks K, W, R and 1 F and area of former Blocks A & S (south of Block G) it is expected that any significant contamination present in the area of the Atos building would have been appropriately managed during the recent construction of the building. Potential for direct contact / accidental exposure is limited as the main operational site area is covered by buildings or hardstanding. Normal health and safety precautions likely to be worn during below ground works.

Risk Very Low

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Table 6b

ENVIRONMENTAL RISK ASSESSMENT FOR PROPOSED REDEVELOPMENT

ON-SITE SOURCES

Source 1 Former use of site as a cycle works and telephone works, including: plating, painting, polishing and lacquering operations, vehicle maintenance and refuelling, bulk oil/ fuel storage, substations / transformers & waste deposition on-site etc Details Industrial use of the site since the 1890s with numerous potentially contaminative operations and installations and on-site waste deposition in 1960s/1970s (area of waste deposition located under car parking and infill materials expected to be mostly inert.). Various phases of redevelopment, including demolition, extension and construction of buildings across the site over time. Numerous previous site investigations undertaken have identified Made Ground and residual historical contamination across the site (no gross widespread contamination). Remediation works have been undertaken in the south of the site in the areas of Blocks K, W, R and 1 F and area of former Blocks A & S (south of Block G) it is expected that any significant contamination present in the area of the Atos building would have been appropriately managed during the recent construction of the building.

Pathway Direct contact, inhalation, ingestion. Migration via permeable strata Migration via permeable strata Migration via permeable strata

Receptor Future site users and residents / maintenance Groundwater (Secondary Aquifer) Surface water (Rylands Brook and River Trent) Ecology (Nature Reserve SSSI) workers

Consequence Mild [Human Health] Mild [Pollution of groundwater] Mild [Pollution of surface water] Mild [Pollution of SSSI]

Likelihood Unlikely Low likelihood Low likelihood Low likelihood Natural attenuation processes expected to Natural attenuation processes of dilution, dispersion Natural attenuation processes of dilution, dispersion Natural attenuation processes of dilution, dispersion reduce overall contaminant concentrations over and degradation expected to reduce the overall and degradation expected to reduce the overall and degradation expected to reduce the overall time. contaminant concentrations over time. contaminant concentrations over time and distance. contaminant concentrations over time and distance Appropriate site investigation and contamination Site underlain by secondary aquifers and on site Brook culverted under site and River 200m SSSI located adjacent to subject site and area management works likely to be undertaken groundwater abstraction for non-potable use. southeast. Discharge of storm / surface water runoff expected the in hydraulic continuity with shallow during redevelopment process. Health and Discharge of storm / surface water runoff via from some areas of site via interceptors to surface groundwater on-site. safety precautions (PPE) likely to be used during interceptors to ground in some areas of the site. water. Appropriate site investigation and contamination demolition and redevelopment works. Appropriate site investigation and contamination Appropriate site investigation and contamination management works likely to be undertaken during Any landscaped areas expected to be suitable for management works likely to be undertaken during management works likely to be undertaken during redevelopment process. purpose and well maintained in order to reduce redevelopment process. redevelopment process. Redevelopment scheme design expected to include the risk of exposure to contaminated soil by Redevelopment scheme design expected to include Redevelopment scheme design expected to include measures to ensure adequate protection of adjacent future site users / residents / contractors. measures to ensure adequate protection of measures to ensure adequate protection of surface SSSI from any signification residual contamination groundwater from any signification residual water from any signification residual contamination on site. contamination on site on site.

Risk Very Low Low Low Low

Source 2 Former waste deposition on-site (Ground gas)

Details Former excavation on-site was reportedly clay lined and filled with waste from former site operations in 1962. Area paved over in 1971. (Waste reportedly included black ashy gravelly sand, clayey sand with clinker and black staining and variable proportions of brick and concrete).

Pathway Migration via permeable strata, accumulation and asphyxiation, suffocation and explosion

Receptor Demolition / Redevelopment Contractors

Consequence Severe [Human Health Effects]

Likelihood Low likelihood. Area of waste deposition located under car parking, majority of infill materials expected to be inert. Area not identified as a landfill by local regulators. No reported incidents related to ground gas. Basement areas of former buildings located within landscaped area at western site boundary and several below ground air raid shelters thought to be located west of block J, north west of block W and north of block 1F – these areas are understood to have been infilled with demolition rubble in 1980s. Appropriate gas monitoring and management works likely to be undertaken during redevelopment process. Appropriate risk assessment and Health and safety precautions (PPE) likely to be undertaken / used during demolition and redevelopment works.

Risk Moderate

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M7 Real Estate LLP

Source 3 Known asbestos containing materials within the site buildings (potential for release of asbestos fibres)

Details The site buildings were mostly constructed from the 1890s to 1970s and subject to various refurbishments. Block K was developed between 1985 and 1992. Due to the construction dates and subsequent refurbishments most buildings have the potential to contain asbestos materials.

Pathway Potential for damage to asbestos materials and Inhalation of asbestos fibres

Receptor Demolition / Redevelopment Contractors

Consequence Severe [Long-term human health effects]

Likelihood Low likelihood Asbestos known to be present on site in buildings to be demolished. Appropriate asbestos inspection, risk assessment and management works expected to be undertaken prior to and throughout demolition and redevelopment process. Appropriate protective equipment likely to be worn during demolition and redevelopment works. Risk Moderate

OFF- SITE SOURCES

Source 4 Potential for migration of contamination from local off-site potentially contaminative historical land uses (depots and railway lines, works, iron foundry and brewery etc, from the early 1900s to present.

Details Railway lines and local light industrial land uses from early 1900s to present. No proven migration of contamination onto subject site, and no reported significant local pollution incidents. Natural attenuation processes expected to reduce overall contaminant concentrations (if present) over time.

Pathway Migration via permeable strata, leading to direct contact, inhalation, and ingestion. Migration via permeable strata, leading to direct contact, inhalation, and ingestion.

Receptor Demolition / Redevelopment Contractors Future site users and residents / maintenance workers

Consequence Mild Mild [Human Health] [Human Health]

Likelihood Low likelihood Unlikely No proven migration of contamination onto subject site from off-site sources. No proven migration of contamination onto subject site from off-site sources. Natural attenuation processes expected to reduce overall contaminant concentrations (if present) over Natural attenuation processes expected to reduce overall contaminant concentrations (if present) over time time and distance. and distance. Numerous previous site investigations undertaken have identified historical contamination across the Numerous previous site investigations undertaken have identified historical contamination across the site (no site (no gross widespread contamination). Remediation works have been undertaken in the south of the gross widespread contamination). Remediation works have been undertaken in the south of the site in the site in the areas of Blocks K, W, R and 1 F and area of former Blocks A & S (south of Block G) it is areas of Blocks K, W, R and 1 F and area of former Blocks A & S (south of Block G) it is expected that any expected that any significant contamination present in the area of the Atos building would have been significant contamination present in the area of the Atos building would have been appropriately managed appropriately managed during the recent construction of the building. during the recent construction of the building. Appropriate site investigation and contamination management works likely to be undertaken during Appropriate site investigation and contamination management works likely to be undertaken during redevelopment process. Health and safety precautions (PPE) likely to be used during demolition and redevelopment process. Any landscaped areas expected to be suitable for purpose and well maintained in redevelopment works. order to reduce the risk of exposure to contaminated soil by future site users / residents / contractors.

Risk Low Very Low

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6.6 Environmental Risk Interpretation

Continued Current Use – Table 6a

The potential environmental risks associated with historical industrial use of the subject property are assessed to be very low for site users/maintenance workers and low to controlled waters and ecologically sensitive areas.

The potential environmental risk associated with ground gas from historical waste deposition at the subject property is assessed to be moderate to low for site users/maintenance workers, and is considered to be acceptably low under continued current use.

The potential environmental risks associated with current storage and handling of hazardous materials on site are assessed to be low for site users/maintenance workers, controlled waters and ecologically sensitive areas.

The potential environmental risk associated with the presence of asbestos within the site buildings is assessed to be moderate for site users/ maintenance workers. This assessed level of risk reflects the severity of the consequence of exposure to asbestos fibres and current lack of information related to asbestos management by the current tenants. The risk can be managed through implementation of the asbestos management recommendations outlined in this report.

The potential environmental risk associated with migration of contaminants from off-site historical / current land uses is assessed to be very low for site users/maintenance workers.

Proposed Redevelopment – Table 6b

On the basis of the information provided for review and the redevelopment of the site for a mixed end use (redevelopment areas):

The potential environmental risks associated with the historical use of the subject site are assessed to be moderate for demolition/ redevelopment workers and low to controlled waters and ecologically sensitive areas. The risk to demolition/ redevelopment workers can be managed through the preparation and implementation of appropriate risk assessments and associated risk management plans and the use of appropriate personal protective equipment during demolition / redevelopment works.

The potential environmental risk associated with the historical use of the subject site is assessed to be low for future site users, residents and maintenance workers following appropriate site investigation, risk assessment, contamination management during redevelopment works. The risk to future site users, residents and maintenance workers can be further managed through effective redevelopment scheme design and the implementation of measures to ensure adequate protection of these potential receptors from any signification residual contamination on site.

The potential environmental risk associated with asbestos containing materials currently present onsite is assessed to be moderate to demolition/ redevelopment workers. The level of risk reflects the potential severity of the consequence of exposure and can be managed through the preparation and implementation of appropriate risk assessments and health & safety associated risk management plans and the use of appropriate personal protective equipment during demolition / redevelopment works.

The potential environmental risk associated with migration of contaminants from off-site historical / current land uses is assessed to be low for demolition/ redevelopment workers and very low for future site users, residents and maintenance workers.

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7. CONCLUSIONS & RECOMMENDATIONS

7.1 Conclusions

On the basis of the information provided for review and continued current use:

The site is not registered as contaminated land by the local authority and a potential “contamination linkage” with the significant possibility of significant harm (SPOSH) to human health, non-human receptors or controlled waters has not been identified within this review.

Although a SPOSH has not been identified the presence of residual contamination associated with the long term industrial use of the site as a telephone works cannot be excluded. It is not expected that any action would be required under continued current use.

7.2 Implications for Redevelopment

On the basis of the information provided for review, it is expected that further land quality (site investigation) and flood risk assessment / management works will be required as part of any future redevelopment planning process.

It is understood that an exploratory level Phase II Site Investigation is to be undertaken at the site in the short-term in relation to the planned redevelopment of the site.

Redevelopment scheme design should include measures to ensure adequate protection of sensitive receptors from any signification residual contamination on site.

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FIGURES

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

1. SITE LOCATION PLANS

SITE LOCATION PLANS Beeston Business Park, Technology Drive, Beeston, Nottingham NG9 2ND, UK

North Not to Scale – Indicative locations only

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

2. SITE LAYOUT PLANS

SITE LAYOUT PLAN

North

AERIAL PHOTOGRAPH

North

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

3. PHOTOGRAPHIC RECORD OF SITE VISIT

PHOTOGRAPHIC RECORD OF SITE VISIT : 19th September 2013

Photo 1: ATOS building from NE

Photo 2: Vent pipe located adjacent to drive way / entrance to ATOS car park.

Photo 3: Waste storage at ATOS building

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 4: Electrical substation and generator fuel tank in the east of ATOS car park

Photo 5: Wasteland and former bowling green NE of ATOS building

Photo 6: Unit B on the left, Unit U on the right.

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 7: Transformer in B Block

Photo 8: Bund and spill kit B Block

Photo 9: Former C Block

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 10: Former C Block (facing SW). Now a National Rail service/storage yard

Photo 11: Generator, day tank and pump in pump house adjacent to former C Block

Photo 12: Tank in pump house adjacent to C Block

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 13: Block D and J

Photo 14: Rear of D Block from NW

Photo 15: Block D and J plant room

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 16: E Block and F Block from west.

Photo 17: F Block from NE

Photo 18: Electrical substation and generators at K Block

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 19: Suspected oil separator at K Block

Photo 20: Diesel ASTs in T Block

Photo 21: Garage at T Block

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 22: Former petrol station area adjacent to T Block

Photo 23: Former petrol pumps adjacent to T Block

Photo 24: Suspected generator, electrical substation and air handling unit at U Block

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 25: Z block from NW

Photo 26: Landscaping / former bunkers between Z Block and EE Block from SE

Photo 27: Electrical transformer in small unnamed block

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

Photo 28: Storage shed (by Block W) containing 4 x 205L drums of gas oil

Photo 29: Cover to former basement areas along NW boundary (flooded)

Photo 30: NW site boundary from SE

Confidential Figures 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

APPENDICES

Confidential Appendices 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

1. REFERENCES & INFORMATION REVIEW

A detailed compliance assessment is not within the scope of works for this review. The table below details a list of documents / databases consulted during this review:

INFORMATION SOURCES DOCUMENTS REVIEWED / INFORMATION PROVIDED

. www.environment- . Public Records (Hazardous Waste Producers, Waste agency.gov.uk Packaging License Holders, Site Investigation Reports)

. British Geological Survey . Geological Mapping Sheet 125 (Derby) Solid and Drift, 1:50,000

. Landmark Information Group . Envirocheck Report (regulatory searches and historical maps) July 2013

. Google Earth . Aerial Photographs ©2012 Google © 2012 Infoterra Ltd & Bluesky

. Site Owner / Local Authority . Geoenvironmental Desk Study Report for Siemens, Planning Records Beeston, Nottingham, Peter Brett Associates (PBA), February 2000 (Ref.10728/50/SNK/JB/DA/MAM). (Figures and appendices of report not provided for review) . Phase 1 Environmental Site Assessment, Environ UK Ltd, July 2003 (Ref. R-65-C6577-Final 1a) (Figures and appendices of report not provided for review and areas of text relating to conclusions and recommendations within the report have been blacked-out) . Phase I and II Environmental Risk Assessment, WSP Environmental Ltd., May 2006 (Ref. 12040913) . Ground Investigation Report, Geotechnical & Environmental Associates (GEA), November 2006 (Ref. JO6242) (Figures and appendices of report not provided for review and areas of text relating to conclusions and recommendations within the report have been blacked- out) . Phase II Factual Site Investigation Report, AIG Engineering Group, November 2006 (Ref. 100260/SI/R001/01) . Ground Conditions Environmental Summary Report for Beeston Business Park, Mason Navarro Partnership, July 2007 (Ref. 206185) (Introduction page only of report provide for review along with some Appendix data) . Verification Report For Ground Contamination Treatment Works, Former Siemens Factory, Beeston, Provectus Group, June 2009 (Ref. 100260/VR/R001) . Environment Agency Letter, Project Basil, Technology Drive, Beeston, 27 August 2009 (Ref. CL/2007/20) . Flood Risk Assessment . Site Plans / Redevelopment Master Plan

Confidential Appendices 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

INFORMATION SOURCES DOCUMENTS REVIEWED / INFORMATION PROVIDED

. Petroleum Officer . Records Reviews (September 2013): Dean Taylor - . Local Authority Nottinghamshire County Council Trading Standards . Environment Agency . Records Review (August 2013): Rebecca Fallon – Environmental Health Technical Officer, Broxtowe Borough Council. . Records Review (September 2013): Alex Chambers - Technical Officer, Environment Agency - Midlands East Area

. Site Management . Asbestos Reports . Legionella Assessments and water monitoring Reports . Historical Site Plans . Service Plans

. Internet Records (local history) . http://en.wikipedia.org/wiki/Beeston_Brewery_Company . http://www.britishtelephones.com/ericsson/factory1.htm . http://www.smselectronics.co.uk/about-us/our-history/ . http://en.wikipedia.org/wiki/Beeston,_Nottinghamshire . http://www.attenboroughnaturecentre.co.uk/about/attenbo rough-nature-reserve/

Confidential Appendices 11/10/2013 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

2. HISTORICAL MAP EXTRACTS – VARIOUS DATES

Confidential Appendices 11/10/2013 Nottinghamshire Published 1883 - 1885 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 3 of 17 Nottinghamshire Published 1901 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 5 of 17 Nottinghamshire Published 1920 - 1921 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 6 of 17 Nottinghamshire Published 1938 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 8 of 17 Ordnance Survey Plan Published 1955 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 11 of 17 Ordnance Survey Plan Published 1967 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 12 of 17 Ordnance Survey Plan Published 1971 - 1973 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 13 of 17 Ordnance Survey Plan Published 1983 - 1984 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 15 of 17 10k Raster Mapping Published 2006 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.

dummy Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 16 of 17 10k Raster Mapping Published 2013 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 47845215_1_1 Customer Ref: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details Beeston Business Park, Technology Drive, Beeston, NOTTINGHAM, NG9 2ND

Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk

A Landmark Information Group Service v47.0 24-Jul-2013 Page 17 of 17 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

3. EXTRACT FROM ENVIROCHECK REGULATORY REPORT, LANDMARK – JULY 2013

Confidential Appendices 11/10/2013 Envirocheck ® Report: Datasheet

Order Details: Order Number: 47845215_1_1 Customer Reference: M70061_Beeston National Grid Reference: 453250, 335630 Slice: A Site Area (Ha): 19.49 Search Buffer (m): 1000 Site Details: Beeston Business Park Technology Drive Beeston NOTTINGHAM NG9 2ND

Client Details: Mr O Funnell Ambiente International LLP 2nd Floor, 207-209 Regents Street London W1B 4ND

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Contents

Report Section Page Number

Summary -

Agency & Hydrological 1

Waste 29

Hazardous Substances -

Geological 31

Industrial Land Use 47

Sensitive Land Use 50

Data Currency 51

Data Suppliers 57

Useful Contacts 58

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 2013. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report.

Natural England Copyright Notice

Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.

Ove Arup Copyright Notice

The Data provided in this report was obtained on Licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The information and data supplied in the product are derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.

Peter Brett Associates Copyright Notice

The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.

Radon Potential dataset Copyright Notice

Information supplied from a joint dataset compiled by The British Geological Survey and the Health Protection Agency.

Report Version v47.0

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Summary

Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Agency & Hydrological

Contaminated Land Register Entries and Notices

Discharge Consents pg 1 7 6 19

Enforcement and Prohibition Notices

Integrated Pollution Controls pg 8 22

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control

Local Authority Pollution Prevention and Controls pg 12 4

Local Authority Pollution Prevention and Control Enforcements

Nearest Surface Water Feature pg 12 Yes

Pollution Incidents to Controlled Waters pg 13 1 4 10

Prosecutions Relating to Authorised Processes

Prosecutions Relating to Controlled Waters

Registered Radioactive Substances

River Quality pg 15 2

River Quality Biology Sampling Points pg 16 1

River Quality Chemistry Sampling Points pg 17 1

Substantiated Pollution Incident Register

Water Abstractions pg 17 8 1 7 7 (*15)

Water Industry Act Referrals

Groundwater Vulnerability pg 27 Yes n/a n/a n/a

Bedrock Aquifer Designations pg 27 Yes n/a n/a n/a

Superficial Aquifer Designations pg 27 Yes n/a n/a n/a

Source Protection Zones pg 27 1

Extreme Flooding from Rivers or Sea without Defences pg 27 Yes Yes n/a n/a

Flooding from Rivers or Sea without Defences pg 27 Yes n/a n/a

Areas Benefiting from Flood Defences n/a n/a

Flood Water Storage Areas n/a n/a

Flood Defences pg 28 Yes n/a n/a Waste

BGS Recorded Landfill Sites pg 29 1

Historical Landfill Sites pg 29 2

Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries)

Licensed Waste Management Facilities (Locations) pg 29 1

Local Authority Recorded Landfill Sites

Registered Landfill Sites pg 30 1

Registered Waste Transfer Sites

Registered Waste Treatment or Disposal Sites

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Summary

Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Hazardous Substances

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Consents

Planning Hazardous Substance Enforcements Geological

BGS 1:625,000 Solid Geology pg 31 Yes n/a n/a n/a

BGS Estimated Soil Chemistry pg 31 Yes Yes Yes Yes

BGS Recorded Mineral Sites pg 41 1 1 2

BGS Urban Soil Chemistry pg 42 Yes Yes Yes

BGS Urban Soil Chemistry Averages pg 45 Yes

Brine Compensation Area n/a n/a n/a

Coal Mining Affected Areas pg 45 Yes n/a n/a n/a

Mining Instability pg 45 Yes n/a n/a n/a

Man-Made Mining Cavities

Natural Cavities

Non Coal Mining Areas of Great Britain n/a n/a

Potential for Collapsible Ground Stability Hazards pg 45 Yes Yes n/a n/a

Potential for Compressible Ground Stability Hazards pg 45 Yes n/a n/a

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

Potential for Landslide Ground Stability Hazards pg 45 Yes Yes n/a n/a

Potential for Running Sand Ground Stability Hazards pg 45 Yes Yes n/a n/a

Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 46 Yes n/a n/a

Radon Potential - Radon Affected Areas n/a n/a n/a

Radon Potential - Radon Protection Measures n/a n/a n/a Industrial Land Use

Contemporary Trade Directory Entries pg 47 15 13 n/a n/a

Fuel Station Entries pg 49 1 1

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Summary

Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Sensitive Land Use

Areas of Adopted Green Belt pg 50 1 1 1

Areas of Unadopted Green Belt

Areas of Outstanding Natural Beauty

Environmentally Sensitive Areas

Forest Parks

Local Nature Reserves pg 50 1

Marine Nature Reserves

National Nature Reserves

National Parks

Nitrate Sensitive Areas

Nitrate Vulnerable Zones pg 50 1

Ramsar Sites

Sites of Special Scientific Interest pg 50 1 1

Special Areas of Conservation

Special Protection Areas

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Agency & Hydrological

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

Discharge Consents 1 Operator: Siemens Communications Limited A10NE 6 1 453220 Property Type: Sewage Disposal Works - Other (S) 335540 Location: Premises At Technology Drive, Beeston, Nottingham, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/45147/T Permit Version: 1 Effective Date: 20th March 1997 Issued Date: 20th March 1997 Revocation Date: 10th May 2006 Discharge Type: Trade Effluent Discharge-Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Trib Of River Trent Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 10m Discharge Consents 1 Operator: Plessey Office Systems Ltd A10NE 6 1 453220 Property Type: Not Given (S) 335540 Location: Beeston , NOTTINGHAM Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T/62/08761/T/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 19th November 1981 Revocation Date: Not Supplied Discharge Type: Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Rylands Brook(Trent) Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 1 Operator: Siemens Gec Communication A10NE 12 1 453225 Property Type: Metal Treatment, Bolts, Nuts Etc. (S) 335535 Location: Systems Limited, Siemens House, Oldbury, Bracknell Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: CT/62/45147/T/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 20th March 1997 Revocation Date: Not Supplied Discharge Type: Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Rylands Brook (Trent) Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 2 Operator: Severn Trent Water Limited A11SW 182 1 453400 Property Type: Sewerage Network - Pumping Station - Water Company (SE) 335400 Location: Riverside Road - Sws, Beeston, Broxtowe, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/03261/O Permit Version: 1 Effective Date: 12th July 1972 Issued Date: 12th July 1972 Revocation Date: 30th March 2000 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non Tidal) Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) 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

Discharge Consents 3 Operator: Severn Trent Water Limited A10NW 216 1 452810 Property Type: Not Given (W) 335620 Location: Junction Of High Road And Bridge Avenue, CHILWELL Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T/62/22761/O/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 23rd December 1993 Revocation Date: Not Supplied Discharge Type: Sewage Effluent Discharge-Storm Effluent Discharge Freshwater Stream/River Environment: Receiving Water: Rylands Brook(Trent) Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: Severn Trent Water Limited A10SE 243 1 453080 Property Type: Sewerage Network - Sewers - Water Company (SW) 335250 Location: Barkers Lane & Meadow Lane Jcn Ps Barkers Lane & Meadow Lane Jcn, Chillwell, Nottingham, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/40124/O Permit Version: 1 Effective Date: 6th April 1995 Issued Date: 6th April 1995 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: River Trent Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: Severn Trent Water Limited A10SE 243 1 453080 Property Type: Sewerage Network - Sewers - Water Company (SW) 335250 Location: Barkers Lane & Meadow Lane Jcn Ps Barkers Lane & Meadow Lane Jcn, Chillwell, Nottingham, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/40124/O Permit Version: 1 Effective Date: 6th April 1995 Issued Date: 6th April 1995 Revocation Date: Not Supplied Discharge Type: Public Sewage: Storm Sewage Overflow Discharge Freshwater Stream/River Environment: Receiving Water: River Trent Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 10m Discharge Consents 5 Operator: Beeston Marina Ltd A11SW 273 1 453400 Property Type: Not Given (SE) 335300 Location: Section Inspectors Office, BEESTON, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T/60/00837/S/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 17th July 1961 Revocation Date: Not Supplied Discharge Type: Sewage Treatment Works - Final Effluent Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non-Tidal) Status: Not Supplied 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

Discharge Consents 6 Operator: Severn Trent Water Limited A14SW 327 1 452760 Property Type: Sewerage Network - Pumping Station - Water Company (NW) 336040 Location: Vincent Avenue Area - Sws Vincent Avenue, Chilwell, Broxtowe, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/03610/O Permit Version: 1 Effective Date: 24th October 1973 Issued Date: 24th October 1973 Revocation Date: 30th March 2000 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non Tidal) Trib 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 6 Operator: Severn Trent Water Limited A14SW 341 1 452760 Property Type: Sewerage Network - Pumping Station - Water Company (NW) 336060 Location: Queens Road/Vincent Avenue -Sws Queens Road, Vincent Avenue, Beeston, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/00854/O Permit Version: 1 Effective Date: 21st August 1961 Issued Date: 21st August 1961 Revocation Date: 30th March 2000 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non Tidal) Trib 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 7 Operator: British Waterways Board A11SE 330 1 453600 Property Type: Domestic Property (Single) (SE) 335400 Location: Beeston Lockhouse, Beeston Lock, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: 3/28/62/1560 Permit Version: 1 Effective Date: 28th October 1970 Issued Date: 28th October 1970 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Underground Strata Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 8 Operator: Dew Construction Limited A11SW 345 1 453500 Property Type: Production & Distribution Of Electricity (SE) 335270 Location: Beeston Hydro-Electric Scheme Beeston Weir, Off Fox Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/45253/T Permit Version: 1 Effective Date: 26th November 1998 Issued Date: 26th November 1998 Revocation Date: 31st December 1999 Discharge Type: Discharge Of Other Matter-Minewater Discharge Freshwater Stream/River Environment: Receiving Water: River Trent Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) 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

Discharge Consents 9 Operator: British Waterways Board A11SE 461 1 453600 Property Type: Undefined Or Other (SE) 335200 Location: Beeston Sanitary Station, Beeston Locks, Beeston, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: 3/28/62/1600 Permit Version: 1 Effective Date: 22nd January 1971 Issued Date: 22nd January 1971 Revocation Date: 17th August 2007 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Underground Strata Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 10 Operator: S N Gathercole A6NE 600 1 453000 Property Type: Recreational & Cultural (S) 334900 Location: Beeston Sailing Club - Pstp, Beeston, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/60/02750/S Permit Version: 1 Effective Date: 29th June 1970 Issued Date: 29th June 1970 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non Tidal) Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 10 Operator: T Allen A6NE 605 1 453000 Property Type: Not Given (S) 334895 Location: Bungalow, Beeston, NOTTINGHAM Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T3040/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 12th October 1970 Revocation Date: Not Supplied Discharge Type: Sewage Treatment Works - Final Effluent Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non-Tidal) Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 11 Operator: Severn Trent Water Limited A9SE 676 1 452400 Property Type: Not Given (W) 335400 Location: Meadow Lane PS , CHILWELL Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T/61/03670/O/3 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 2nd January 1974 Revocation Date: Not Supplied Discharge Type: Sewage Effluent Discharge-Storm Effluent Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non-Tidal) Status: Not Supplied 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

Discharge Consents 12 Operator: Mr Twivey A6SE 696 1 453000 Property Type: Not Given (S) 334800 Location: Woodhaven Bungalow, BEESTON, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T3146/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 10th April 1972 Revocation Date: Not Supplied Discharge Type: Sewage Treatment Works - Final Effluent Discharge Freshwater Stream/River Environment: Receiving Water: River Trent (Non-Tidal) Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 13 Operator: Boots Company Plc A16NW 723 1 454200 Property Type: Not Given (NE) 336400 Location: The Boots Company Ltd , Beeston , NOTTINGHAM Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T/62/02320/T/4 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 16th July 1968 Revocation Date: Not Supplied Discharge Type: Cooling Water Discharge Ditch Environment: Receiving Water: Pasture Lane Dyke Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 14 Operator: Severn Trent Water Limited A16NW 764 1 454200 Property Type: Sewage Disposal Works - Water Company (NE) 336490 Location: Beeston (Lilac Grove) Stw, Lilac Grove, Beeston, Nottinghamshire, Ng9 1pf Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/08508/R Permit Version: 2 Effective Date: 31st March 2002 Issued Date: 18th March 2002 Revocation Date: 24th June 2003 Discharge Type: Sewage Discharges - Final/Treated Effluent - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Pasture Lane Dyke Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 14 Operator: Severn Trent Water Limited A16NW 764 1 454200 Property Type: Sewage Disposal Works - Water Company (NE) 336490 Location: Beeston (Lilac Grove) Stw, Lilac Grove, Beeston, Nottinghamshire, Ng9 1pf Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/08508/R Permit Version: 1 Effective Date: 6th May 1981 Issued Date: 6th May 1981 Revocation Date: 30th March 2002 Discharge Type: Sewage Discharges - Final/Treated Effluent - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Pasture Lane Dyke Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 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

Discharge Consents 14 Operator: Severn Trent Water Limited A16NW 781 1 454220 Property Type: Sewage Disposal Works - Water Company (NE) 336490 Location: Beeston (Lilac Grove) Stw, Lilac Grove, Beeston, Nottinghamshire, Ng9 1pf Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/45769/R Permit Version: 2 Effective Date: 1st January 2010 Issued Date: 14th October 2008 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Pasture Lane Dyke Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 14 Operator: Severn Trent Water Limited A16NW 781 1 454220 Property Type: Sewage Disposal Works - Water Company (NE) 336490 Location: Beeston (Lilac Grove) Stw, Lilac Grove, Beeston, Nottinghamshire, Ng9 1pf Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/45769/R Permit Version: 1 Effective Date: 25th June 2003 Issued Date: 25th June 2003 Revocation Date: 31st December 2009 Discharge Type: Sewage Discharges - Final/Treated Effluent - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Pasture Lane Dyke Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 14 Operator: Severn Trent Water Limited A16NW 781 1 454220 Property Type: Sewage Disposal Works - Water Company (NE) 336490 Location: Beeston (Lilac Grove) Stw, Lilac Grove, Beeston, Nottinghamshire, Ng9 1pf Authority: Environment Agency, Midlands Region Catchment Area: Uncategorised Lower Trent Reference: T/62/45769/R Permit Version: 1 Effective Date: 25th June 2003 Issued Date: 25th June 2003 Revocation Date: Not Supplied Discharge Type: Discharge Of Other Matter-Crude Effluent Discharge Freshwater Stream/River Environment: Receiving Water: Pasture Lane Dyke Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 15 Operator: Severn Trent Water Limited A13NE 798 1 452290 Property Type: Not Given (NW) 336210 Location: Chilwell Public Combined Sewer, BEESTON Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T/62/12294/O/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 22nd March 1988 Revocation Date: Not Supplied Discharge Type: Sewage Effluent Discharge-Storm Effluent Discharge Freshwater Stream/River Environment: Receiving Water: Chilwell Brook Status: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Discharge Consents 16 Operator: Severn Trent Water Limited A12NE 813 1 454300 Property Type: Sewerage Network - Pumping Station - Water Company (E) 335800 Location: High Road Sewage Pumping Station, Toton, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/61/03670/O Permit Version: 2 Effective Date: 15th June 2009 Issued Date: 15th June 2009 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: River Erewash Status: Modified (Water Resources Act 1991, Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 16 Operator: Severn Trent Water Limited A12NE 813 1 454300 Property Type: Sewerage Network - Pumping Station - Water Company (E) 335800 Location: High Road Sewage Pumping Station, Toton, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/61/03670/O Permit Version: 1 Effective Date: 2nd January 1974 Issued Date: 2nd January 1974 Revocation Date: 14th June 2009 Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: River Erewash Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 17 Operator: Boots Company Plc A16NE 816 1 454300 Property Type: Undefined Or Other (NE) 336400 Location: Premises At Beeston, Nottingham, Nottinghamshire, Ng2 3aa Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/45115/T Permit Version: 1 Effective Date: 18th February 1997 Issued Date: 18th February 1997 Revocation Date: 4th September 2000 Discharge Type: Trade Discharges - Cooling Water Discharge Freshwater Stream/River Environment: Receiving Water: Pasture Lane Dyke Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 18 Operator: Nottingham Casuals Rugby A12NE 816 1 454300 Property Type: Not Given (E) 335700 Location: Proposed Pavilion, BOESTON RYELAND, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: 3/28/62/1442/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 8th May 1970 Revocation Date: Not Supplied Discharge Type: Sewage Effluent Discharge Groundwater Environment: Receiving Water: Not Supplied Status: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Discharge Consents 19 Operator: Knoll Pharmaceuticals A16NE 867 1 454400 Property Type: Undefined Or Other (NE) 336200 Location: Beeston Works Thane Road, Beeston, Nottingham, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/62/45116/T Permit Version: 1 Effective Date: 18th February 1997 Issued Date: 18th February 1997 Revocation Date: 23rd March 2001 Discharge Type: Trade Discharges - Cooling Water Discharge Canal Environment: Receiving Water: Nottingham Canal Pasture Lane Status: Post National Rivers Authority Legislation where issue date > 31/08/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 19 Operator: Knoll Pharmaceuticals A16SE 867 1 454400 Property Type: Chemical Manufacture/Storage (NE) 336195 Location: Knoll Pharma Chemicals, Beeston Works, Nottingham Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: CT/62/45116/T/2 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 18th February 1997 Revocation Date: Not Supplied Discharge Type: Cooling Water Discharge Ditch Environment: Receiving Water: Pasture Lane Dyke Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 20 Operator: Severn Trent Water Limited A13NW 870 1 452200 Property Type: Sewerage Network - Pumping Station - Water Company (NW) 336200 Location: High Road Sewage Pumping Station, Toton, Nottinghamshire Authority: Environment Agency, Midlands Region Catchment Area: Trent Catchment To Confluence With Lean Reference: T/61/03670/O Permit Version: 1 Effective Date: 2nd January 1974 Issued Date: 2nd January 1974 Revocation Date: 14th June 2009 Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: River Erewash Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 21 Operator: Boots Company Plc A16SE 969 1 454500 Property Type: Not Given (E) 336000 Location: The Boots Company Ltd , Beeston , NOTTINGHAM Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: T/62/02320/T/3 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 16th July 1968 Revocation Date: Not Supplied Discharge Type: Cooling Water Discharge Ditch Environment: Receiving Water: Pasture Lane Dyke Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Integrated Pollution Controls 22 Name: Basf Plc A16NE 863 1 454370 Location: Main Road, Beeston, NOTTINGHAM, Nottinghamshire, NG9 1AD (NE) 336336 Authority: Environment Agency, Midlands Region Permit Reference: BB6378 Dated: 13th November 1998 Process Type: IPC major (substantial) variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Manually positioned to the address or location

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Integrated Pollution Controls 22 Name: Basf Plc A16NE 865 1 454370 Location: Main Road, NOTTINGHAM, Nottinghamshire, NG9 1AD (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: BE2565 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.1 A (B) Petrochemical processes within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the address or location Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: THANE ROAD WEST, NOTTINGHAM, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: BC2734 Dated: 4th March 1999 Process Type: IPC major (substantial) variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: P O Box 94, Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: BD9327 Dated: 30th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: BD2926 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: BE0104 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, Nottingham, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: BE0066 Dated: 24th November 1998 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AZ0829 Dated: 31st October 1997 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 9 of 59 Agency & Hydrological

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Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, Nottingham, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AZ0730 Dated: 20th June 1997 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, Nottingham, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AX4394 Dated: 19th December 1996 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, Nottingham, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AT7553 Dated: 20th October 1995 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: P O Box 94, Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AT4694 Dated: 16th October 1995 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, Nottingham, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AQ4136 Dated: 16th May 1995 Process Type: IPC major (substantial) variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: P O Box 94, Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AP6478 Dated: 16th January 1995 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address

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Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: P O Box 94, Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AK7019 Dated: 1st March 1994 Process Type: IPC application for process that was regulated by HMIP for air releases under previous legislation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: Thane Road West, Nottingham, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: AK7035 Dated: 1st March 1994 Process Type: IPC application for process that was regulated by HMIP for air releases under previous legislation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 866 1 454371 Location: P O Box 94, 1 Thane Road West, Beeston, NOTTINGHAM, Nottinghamshire, (NE) 336346 NG2 3AA Authority: Environment Agency, Midlands Region Permit Reference: AK7027 Dated: 1st March 1994 Process Type: IPC application for process that was regulated by HMIP for air releases under previous legislation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc (cramlington Division) A16NE 866 1 454371 Location: P O Box 94, Thane Road West, NOTTINGHAM, Nottinghamshire, NG2 3AA (NE) 336346 Authority: Environment Agency, Midlands Region Permit Reference: BI0254 Dated: Not Supplied Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Application has met the requirements for authorisation (but not yet authorised)Not Yet Authorised Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 22 Name: Basf Plc A16NE 869 1 454375 Location: Main Road, NOTTINGHAM, NG9 1AD (NE) 336341 Authority: Environment Agency, Midlands Region Permit Reference: BA3411 Dated: 23rd March 1998 Process Type: IPC new application Description: 4.1 A (B) Petrochemical processes within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Manually positioned to the address or location Integrated Pollution Controls 22 Name: Basf Plc A16NE 898 1 454394 Location: P O Box 94, NOTTINGHAM, NG9 1AD (NE) 336378 Authority: Environment Agency, Midlands Region Permit Reference: AY4446 Dated: 22nd April 1997 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Manually positioned to the address or location

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Integrated Pollution Controls 23 Name: Basf Plc A16NE 912 1 454431 Location: Main Road, NOTTINGHAM, NG9 1AD (NE) 336292 Authority: Environment Agency, Midlands Region Permit Reference: AK6985 Dated: 1st March 1994 Process Type: IPC application for process that was regulated by HMIP for air releases under previous legislation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Manually positioned to the road within the address or location Integrated Pollution Controls 24 Name: Basf Plc A16NE 933 1 454425 Location: P O Box 94, NOTTINGHAM, NG9 1AD (NE) 336398 Authority: Environment Agency, Midlands Region Permit Reference: AX8993 Dated: 20th February 1997 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.2 A (D) Manufacture and use of Organic Chemicals within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 25 Name: Cmec Demolition Ltd A13SE 632 2 452488 Location: Grooms Court, Holy Lane, Beeston, Ng9 4ab (NW) 336196 Authority: Nottingham City Council, Environmental Health Department Permit Reference: 3.40.108/1 Dated: 22nd September 2006 Process Type: Local Authority Pollution Prevention and Control Description: PG3/16 Mobile screening and crushing processes Status: Permitted Positional Accuracy: Located by supplier to within 10m Local Authority Pollution Prevention and Controls 26 Name: Windsor Garages Ltd A14NW 699 3 452594 Location: Ellis Grove, NOTTINGHAM, NG9 1EP (NW) 336405 Authority: Broxtowe Borough Council, Environmental Health Department Permit Reference: 12/92 Dated: Not Supplied Process Type: Local Authority Air Pollution Control Description: PG6/34 Respraying of road vehicles Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 26 Name: Coldi Motors A14NW 704 3 452600 Location: Ellis Grove, Beeston, NOTTINGHAM, NG9 1EP (NW) 336417 Authority: Broxtowe Borough Council, Environmental Health Department Permit Reference: 01/91 Dated: 24th December 1991 Process Type: Local Authority Air Pollution Control Description: PG1/1Waste oil burners, less than 0.4MW net rated thermal input Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 27 Name: F Nicholson A13SE 785 3 452279 Location: 85 High Road, Chilwell, NOTTINGHAM, Nottinghamshire, NG9 4AJ (NW) 336167 Authority: Broxtowe Borough Council, Environmental Health Department Permit Reference: 4/98 Dated: 31st December 1998 Process Type: Local Authority Air Pollution Control Description: PG1/14 Petrol filling station Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the address or location Nearest Surface Water Feature A10NE 0 - 453210 (S) 335538

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Pollution Incidents to Controlled Waters 28 Property Type: Construction A15NW 54 1 453400 Location: Queens Road West, Beeston, NOTTINGHAM (N) 336300 Authority: Environment Agency, Midlands Region Pollutant: Oils - Diesel (Including Agricultural) Note: Amenity Affected; Oil Spillage Incident Date: 27th October 1998 Incident Reference: 2805279 Catchment Area: Trent Catchment : River Erewash Receiving Water: Watercourse Cause of Incident: Weather Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 29 Property Type: Miscellaneous Premises: Unknown A11SW 320 1 453500 Location: Near Beeston Weir (SE) 335300 Authority: Environment Agency, Midlands Region Pollutant: Miscellaneous - Unknown Note: River Trent; Drum In Trial Pit; No Adverse Effects Incident Date: 21st November 1997 Incident Reference: 2803670 Catchment Area: Trent Catchment : Trent To Confluence With Erewash 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 29 Property Type: Ships/Boats A11SW 352 1 453550 Location: Beeston Sailing Club , To Beeston Lock (SE) 335300 Authority: Environment Agency, Midlands Region Pollutant: Oils - Waste Oil Note: Oil Slick; Amenity Effected Incident Date: 3rd August 1997 Incident Reference: 2803083 Catchment Area: Trent Catchment : Trent To Confluence With 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 30 Property Type: Water Company Sewage: Foul Sewer A11SE 332 1 453600 Location: Adjacent To Beeston Lock (SE) 335395 Authority: Environment Agency, Midlands Region Pollutant: Crude Sewage Note: Beeston Canal; Raw Sewage From Stuck Valve Going Into Canal; Amenity Effected Incident Date: 21st February 1998 Incident Reference: 2804058 Catchment Area: Trent Catchment : Trent To Confluence With Lean Receiving Water: Canal Cause of Incident: Blocked Sewer Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 31 Property Type: Miscellaneous Premises: Other A11SE 467 1 453700 Location: Down Stream For 400Yds On , Beeston Side From, Beeston Wier (SE) 335300 Authority: Environment Agency, Midlands Region Pollutant: Rubble/Litter Or Solids Note: River Trent; Bad Litter On Banks & Trees Sanitary Plastics Etc; Amenity Effected Incident Date: 2nd February 1998 Incident Reference: 2804035 Catchment Area: Trent Catchment : Trent To Confluence With Lean Receiving Water: Not Given Cause of Incident: High Flow Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m

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Pollution Incidents to Controlled Waters 32 Property Type: Miscellaneous Premises: Unknown A9SE 579 1 452520 Location: Feeder Stream, To Beeston Pond, ATTENBOROUGH (W) 335400 Authority: Environment Agency, Midlands Region Pollutant: Oils - Vegetable Oil Note: Amenity Affected; Erewash; Thick Layer Of Yellow Oil Incident Date: 17th October 1996 Incident Reference: 2801447 Catchment Area: Trent Catchment : River Erewash 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 33 Property Type: Miscellaneous Premises: Unknown A9SE 584 1 452550 Location: Meadow Lane & Long Lane, ATTENBOROUGH (W) 335350 Authority: Environment Agency, Midlands Region Pollutant: Oils - Unknown Note: Brown Scum 30 Dead Fish; Fish Effected Incident Date: 7th June 1997 Incident Reference: 2802731 Catchment Area: Trent Catchment : River Erewash 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 34 Property Type: Engineering A13NE 695 1 452500 Location: Holly Lane, BEESTON (NW) 336300 Authority: Environment Agency, Midlands Region Pollutant: Chemicals - Solvents Note: Chem Spill - Poss Thinners; Other Adverse Effects Incident Date: 10th September 1995 Incident Reference: 1000272 Catchment Area: Trent Catchment : Trent To Confluence With Erewash Receiving Water: Not Given Cause of Incident: Vandalism Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 35 Property Type: Water Company Sewage: Surface Water Outfall A16NW 766 1 454200 Location: Main Road (NE) 336495 Authority: Environment Agency, Midlands Region Pollutant: Oils - Unknown Note: Dielsel In Wc Incident Date: 6th March 1999 Incident Reference: 2805779 Catchment Area: Trent Catchment : Trent To Confluence With Lean Receiving Water: Watercourse Cause of Incident: Weather Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 35 Property Type: Water Company Sewage: Sewage Treatment Works A16NW 768 1 454200 Location: Beeston Sewage Treatment Works, Beeston, NOTTINGHAM (NE) 336500 Authority: Environment Agency, Midlands Region Pollutant: Oils - Unknown Note: Amenity Affected; Effluent Escaping Under Penstock Incident Date: 2nd July 1998 Incident Reference: 2804741 Catchment Area: Trent Catchment : Trent To Confluence With 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 36 Property Type: Chemical industry A16NE 835 1 454300 Location: Boots Ltd (NE) 336450 Authority: Environment Agency, Midlands Region Pollutant: Miscellaneous - Inert Suspended Solids Note: Fire In Plastic Bottle Store Incident Date: 2nd April 1999 Incident Reference: 2805855 Catchment Area: Trent Catchment : Trent To Confluence With Erewash Receiving Water: Not Given Cause of Incident: Fire Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m

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Pollution Incidents to Controlled Waters 37 Property Type: Water Company Sewage: Sewage Treatment Works A16NE 863 1 454350 Location: Pasture Lane, BEESTON (NE) 336400 Authority: Environment Agency, Midlands Region Pollutant: Sewage - Treated Effluent Note: No Adverse Effects; Pasture La Dyke; Dead/Dist Fish Incident Date: 16th July 1996 Incident Reference: 2801051 Catchment Area: Trent Catchment : Trent To Confluence With Devon Receiving Water: Watercourse Cause of Incident: Low Dissolved Oxygen Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 38 Property Type: Water Company Sewage: Combined Sewer Overflow A12SE 890 1 454300 Location: Close To Beeston Weir, Beeston, NOTTINGHAM, Nottinghamshire (E) 335400 Authority: Environment Agency, Midlands Region Pollutant: Storm Sewage Note: Amenity Affected; Sewage Getting Into River Trent Through Flood Gate Incident Date: 27th September 1998 Incident Reference: 2805100 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Weather Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 39 Property Type: Road (Road Traffic Accident) A13SW 934 1 452100 Location: Cyril Road, BEESTON (NW) 336140 Authority: Environment Agency, Midlands Region Pollutant: Oils - Petrol Note: 10 Litres Petrol To Drains; No Adverse Effects Incident Date: 21st November 1997 Incident Reference: 2803674 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Collision Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 40 Property Type: Water Company Sewage: Surface Water Outfall A8NW 997 1 454100 Location: Old Sewage Outlet, CLIFTON (SE) 334950 Authority: Environment Agency, Midlands Region Pollutant: Crude Sewage Note: River Trent; Sewage Smell; Amenity Affected Incident Date: 22nd April 1996 Incident Reference: 2800533 Catchment Area: Trent Catchment : Trent To Confluence With Erewash Receiving Water: Watercourse Cause of Incident: Blocked Sewer Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m River Quality Name: Trent R A11SW 265 1 453270 GQA Grade: River Quality C (S) 335215 Reach: Conf. R. Soar To Nottingham Stw Estimated Distance 29.5 (km): Flow Rate: Flow greater than 80 cumecs Flow Type: River Year: 2000 River Quality Name: Beeston/ Nottingam A11SW 359 1 453554 GQA Grade: River Quality B (SE) 335295 Reach: Trent At Beeston Lock To Beeston Stw Estimated Distance 1.8 (km): Flow Rate: Flow greater than 80 cumecs Flow Type: Canal Year: 2000

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River Quality Biology Sampling Points 41 Name: Nottingham Canal A11SW 320 1 453500 Reach: Trent At Beeston Lock To Beeston Sewage Treatment Works (SE) 335300 Estimated Distance: 1.80 Positional Accuracy: Located by supplier to within 100m Year: 1990 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 1995 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 2000 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 2002 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 2003 GQA Grade: River Quality Biology GQA Grade Not Supplied Year: 2004 GQA Grade: River Quality Biology GQA Grade E - Poor Year: 2005 GQA Grade: River Quality Biology GQA Grade E - Poor Year: 2006 GQA Grade: River Quality Biology GQA Grade E - Poor Year: 2007 GQA Grade: River Quality Biology GQA Grade C - Fairly Good Year: 2008 GQA Grade: River Quality Biology GQA Grade C - Fairly Good Year: 2009 GQA Grade: River Quality Biology GQA Grade C - Fairly Good

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River Quality Chemistry Sampling Points 42 Name: Beeston/ Nottingham Canal A12NW 683 1 454150 Reach: Trent At Beeston Lock To Beeston Stw (E) 335600 Estimated Distance: 1.80 Objective: Not Supplied Positional Accuracy: Located by supplier to within 10m Year: 1990 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1993 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1994 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1995 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1996 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1997 GQA Grade: River Quality Chemistry GQA Grade C - Fairly Good Compliance: Not Supplied Year: 1998 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1999 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2000 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2001 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2002 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2003 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2004 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2005 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2006 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2007 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 2008 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2009 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Water Abstractions 43 Operator: Infrared Active Property Fund Nominee Limited A15SW 0 1 453300 Licence Number: 03/28/62/0007 (N) 335900 Permit Version: 104 Location: Siemens - Borehole A Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 21st May 2012 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Water Abstractions 43 Operator: Infrared Active Property Fund Nominee Limited A15SW 0 1 453270 Licence Number: 03/28/62/0007 (N) 335920 Permit Version: 104 Location: Siemens - Borehole B Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 21st May 2012 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 43 Operator: Infra Red Active Property Fund Nominee Limited A15SW 0 1 453270 Licence Number: 03/28/62/0007 (N) 335920 Permit Version: 103 Location: Siemens - Borehole B Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st October 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 43 Operator: Infra Red Active Property Fund Nominee Limited A15SW 0 1 453300 Licence Number: 03/28/62/0007 (N) 335900 Permit Version: 103 Location: Siemens - Borehole A Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st October 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions 43 Operator: Siemens Enterprise Communications Limited A15SW 0 1 453300 Licence Number: 03/28/62/0007 (N) 335900 Permit Version: 102 Location: Siemens - Borehole A Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2007 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Water Abstractions 43 Operator: Siemens Enterprise Communications Limited A15SW 0 1 453270 Licence Number: 03/28/62/0007 (N) 335920 Permit Version: 102 Location: Siemens - Borehole B Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2007 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 43 Operator: Siemens Communications Ltd A15SW 0 1 453300 Licence Number: 03/28/62/0007 (N) 335900 Permit Version: 101 Location: Gpt Ltd - Boreholes Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 9th November 1998 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 43 Operator: Gpt Ltd A15SW 0 1 453300 Licence Number: 03/28/62/0007 (N) 335900 Permit Version: 100 Location: Gpt Ltd - Boreholes Authority: Environment Agency, Midlands Region Abstraction: Other Industrial/Commercial/Public Services: 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: Gpt Ltd - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 25th February 1969 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 44 Operator: Trustees Of Nottingham Rugby F C A14SE 62 1 453090 Licence Number: 03/28/62/0059 (NW) 336000 Permit Version: 100 Location: Sports Ground, Beeston - Well Authority: Environment Agency, Midlands Region Abstraction: Sports Grounds/Facilities: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sports Ground, Beeston - Well Authorised Start: 01 April Authorised End: 30 September Permit Start Date: 8th August 1979 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Water Abstractions 45 Operator: British Waterways Board A11SW 320 1 453450 Licence Number: 03/28/62/00721 (SE) 335270 Permit Version: Not Supplied Location: Beeston Weir Authority: Environment Agency, Midlands Region Abstraction: Impounding Abstraction Type: Not Supplied Source: Surface Daily Rate (m3): 0 Yearly Rate (m3): 0 Details: River Trent 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 Water Abstractions 45 Operator: Novera Energy Generation No2 Limited A11SW 338 1 453470 Licence Number: 03/28/62/0081 (SE) 335260 Permit Version: 104 Location: Beeston Weir - River Trent Authority: Environment Agency, Midlands Region Abstraction: Production Of Energy: Hydroelectric Power Generation Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Beeston Weir Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 3rd August 2010 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 45 Operator: Novera Energy Generation No2 Limited A11SW 338 1 453470 Licence Number: 03/28/62/0081 (SE) 335260 Permit Version: 103 Location: Beeston Weir - River Trent Authority: Environment Agency, Midlands Region Abstraction: Production Of Energy: Hydroelectric Power Generation Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Beeston Weir Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 25th September 2009 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 45 Operator: Novera Energy Generation No2 Limited A11SW 338 1 453470 Licence Number: 03/28/62/0081 (SE) 335260 Permit Version: 102 Location: Beeston Weir - River Trent Authority: Environment Agency, Midlands Region Abstraction: Production Of Energy: Hydroelectric Power Generation Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Beeston Weir Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 31st January 2005 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions 45 Operator: United Utilities Green Energy Limited A11SW 338 1 453470 Licence Number: 03/28/62/0081 (SE) 335260 Permit Version: 101 Location: Beeston Weir - River Trent Authority: Environment Agency, Midlands Region Abstraction: Production Of Energy: Hydroelectric Power Generation Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Beeston Weir Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 8th June 2001 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 45 Operator: Hyder Industrial Limited A11SW 338 1 453470 Licence Number: 03/28/62/0081 (SE) 335260 Permit Version: 100 Location: Beeston Weir - River Trent Authority: Environment Agency, Midlands Region Abstraction: Production Of Energy: Hydroelectric Power Generation Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Beeston Weir Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 24th December 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions 46 Operator: Chilwell Manor Golf Club A9NE 493 1 452500 Licence Number: 03/28/62/0039 (W) 335600 Permit Version: 100 Location: Chilwell Manor Golf Course - Well (B) Authority: Environment Agency, Midlands Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Chilwell Manor Golf Course - 2 Wells Authorised Start: 01 April Authorised End: 30 September Permit Start Date: 1st April 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 47 Operator: J & J Burnett Ltd A7NE 604 1 453712 Licence Number: Md/028/0062/002 (SE) 335107 Permit Version: 1 Location: River Trent At Clifton,Nottingham Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Not Supplied Authorised Start: 01 April Authorised End: 30 September Permit Start Date: 3rd June 2010 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions 48 Operator: Jackson Frameworks Limited A9SE 668 1 452503 Licence Number: Md/028/0061/003 (SW) 335263 Permit Version: 1 Location: Beeston Pond Authority: Environment Agency, Midlands Region Abstraction: Construction: General Use (Medium Loss) Abstraction Type: Water may be abstracted from any point within an area Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Not Supplied Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 20th May 2010 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 49 Operator: Chilwell Manor Golf Club A9SE 716 1 452300 Licence Number: 03/28/62/0039 (W) 335500 Permit Version: 100 Location: Chilwell Manor Golf Course - Well (A) Authority: Environment Agency, Midlands Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Chilwell Manor Golf Course - 2 Wells Authorised Start: 01 April Authorised End: 30 September Permit Start Date: 1st April 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions 50 Operator: Messrs Codd & Son A6SE 791 1 453010 Licence Number: 03/28/62/0079/1 (S) 334700 Permit Version: 100 Location: Land At Clifton,Notts - River Trent (Reach A-B) Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a river or stream reach, or a row of wellpoints Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Clifton,Notts - River Trent Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 13th August 2004 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 50 Operator: Codd & Son A6SE 791 1 453010 Licence Number: 03/28/62/0079 (S) 334700 Permit Version: 100 Location: Land At Clifton,Notts - River Trent (Reach A-B) Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a river or stream reach, or a row of wellpoints Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Clifton,Notts - River Trent Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 26th January 1998 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Water Abstractions 51 Operator: The Boots Company Plc A16NE 981 1 454500 Licence Number: 03/28/62/0005 (NE) 336300 Permit Version: 100 Location: Rylands,Nottingham - Borehole Authority: Environment Agency, Midlands Region Abstraction: Chemicals: Non-Evaporative Cooling Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Rylands,Nottingham - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 10th April 1997 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions 51 Operator: The Boots Company Plc A16NE 981 1 454500 Licence Number: 03/28/62/0005 (NE) 336300 Permit Version: 100 Location: Rylands,Nottingham - Borehole Authority: Environment Agency, Midlands Region Abstraction: Chemicals: 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: Rylands, Nottingham - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 10th April 1997 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Canal And River Trust (E) 1096 1 454630 Licence Number: 03/28/62/0058 336200 Permit Version: 101 Location: Beeston - Beeston Canal Authority: Environment Agency, Midlands Region Abstraction: Chemicals: Non-Evaporative Cooling Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Boots Premises,Beeston - Beeston Canal Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 18th April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: British Waterways (E) 1096 1 454630 Licence Number: 03/28/62/0058 336200 Permit Version: 100 Location: Beeston - Beeston Canal Authority: Environment Agency, Midlands Region Abstraction: Chemicals: Non-Evaporative Cooling Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Boots Premises,Beeston - Beeston Canal Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 27th February 1998 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Water Abstractions Operator: Cemex Uk Materials Limited A5NW 1118 1 452200 Licence Number: 03/28/62/0017 (SW) 334900 Permit Version: 102 Location: Long Lane Authority: Environment Agency, Midlands Region Abstraction: Extractive: Mineral Washing Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Long Lane - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 22nd July 2005 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Rmc Aggregates (Eastern) Limited A5NW 1118 1 452200 Licence Number: 03/28/62/0017 (SW) 334900 Permit Version: 101 Location: Long Lane Authority: Environment Agency, Midlands Region Abstraction: Extractive: Mineral Washing Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Long Lane - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 11th May 2001 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Butterley Aggregates Ltd A5NW 1118 1 452200 Licence Number: 03/28/62/0017 (SW) 334900 Permit Version: 100 Location: Long Lane Authority: Environment Agency, Midlands Region Abstraction: Extractive: Mineral Washing Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Long Lane - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 20th May 1969 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Attenborough Village Bowls Club A5SW 1363 1 452200 Licence Number: 03/28/62/0076 (SW) 334520 Permit Version: 100 Location: Attenborough - Borehole Authority: Environment Agency, Midlands Region Abstraction: Sports Grounds/Facilities: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Attenborough - Borehole Authorised Start: 01 April Authorised End: 30 September Permit Start Date: 1st April 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Water Abstractions Operator: Long Eaton Textile Services Ltd (W) 1467 1 451580 Licence Number: 03/28/62/0069 335280 Permit Version: 102 Location: Land At Chilwell - Borehole 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: Long Eaton Fabrics,Chilwell - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 8th August 2003 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Long Eaton Textile Services Ltd (W) 1467 1 451580 Licence Number: 03/28/62/0069 335280 Permit Version: 101 Location: Land At Chilwell - Borehole 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: Long Eaton Fabrics,Chilwell - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2001 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Long Eaton Textiles Ltd (W) 1467 1 451580 Licence Number: 03/28/62/0069 335280 Permit Version: 100 Location: Land At Chilwell - Borehole 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: Long Eaton Fabrics,Chilwell - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 19th January 1998 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Strawson Ltd (E) 1487 1 455000 Licence Number: 03/28/62/0065 335840 Permit Version: 101 Location: Clifton Grove - River Trent (Point 1) Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Clifton Grove - River Trent Authorised Start: 01 April Authorised End: 30 September Permit Start Date: 16th March 2005 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions Operator: C A Strawson Farming Ltd (E) 1487 1 455000 Licence Number: 03/28/62/0065 335840 Permit Version: 100 Location: Clifton Grove - River Trent (Point 1) Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Clifton Grove - River Trent Authorised Start: 01 April Authorised End: 30 September Permit Start Date: 27th May 1988 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Attenborough Village Green Assoc A1NW 1518 1 452100 Licence Number: 03/28/62/0047 (SW) 334400 Permit Version: 100 Location: Attenborough - Borehole Authority: Environment Agency, Midlands Region Abstraction: Sports Grounds/Facilities: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Attenborough - Borehole Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Messrs Codd & Son (E) 1764 1 455290 Licence Number: 03/28/62/0079/1 335910 Permit Version: 100 Location: Land At Clifron, Notts - River Trent (Reach C-D) Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a river or stream reach, or a row of wellpoints Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Clifton,Notts - River Trent Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 13th August 2004 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Codd & Son (E) 1764 1 455290 Licence Number: 03/28/62/0079 335910 Permit Version: 100 Location: Land At Clifron, Notts - River Trent (Reach C-D) Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a river or stream reach, or a row of wellpoints Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Clifton,Notts - River Trent Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 26th January 1998 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions Operator: Jackson Frameworks Limited (SW) 1816 1 451840 Licence Number: Md/028/0062/004 334240 Permit Version: 1 Location: Tweens Pond At Attenborough Authority: Environment Agency, Midlands Region Abstraction: Construction: General Use (Medium Loss) Abstraction Type: Water may be abstracted from a single point Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Not Supplied Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 14th April 2011 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Groundwater Vulnerability Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral A10NE 0 1 453247 workings and urban areas is based on fewer observations than elsewhere. A (NW) 335627 worst case vulnerability classification (H) assumed, until proved otherwise Map Sheet: Sheet 23 Leicestershire Scale: 1:100,000 Drift Deposits None Bedrock Aquifer Designations Aquifer Desination: Secondary Aquifer - B A10NE 0 4 453247 (NW) 335627 Superficial Aquifer Designations Aquifer Designation: Secondary Aquifer - A A10NE 0 4 453247 (NW) 335627 Source Protection Zones 52 Name: Various A15NW 185 1 453501 Source: Environment Agency, Head Office (N) 336415 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 Type: Extent of Extreme Flooding from Rivers or Sea without Defences A10NE 0 1 453247 Flood Plain Type: Fluvial Models and Fluvial Events (NW) 335627 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A11NW 0 1 453428 Flood Plain Type: Fluvial Models (NE) 335751 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A11NW 0 1 453316 Flood Plain Type: Fluvial Models (N) 335812 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A11NW 0 1 453332 Flood Plain Type: Fluvial Models (E) 335642 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A11NW 0 1 453378 Flood Plain Type: Fluvial Models (E) 335679 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A10NE 0 1 453224 Flood Plain Type: Fluvial Models (SW) 335605 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A15SE 141 1 453690 Flood Plain Type: Fluvial Models (NE) 335955 Boundary Accuracy: As Supplied Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A11NW 0 1 453406 Flood Plain Type: Fluvial Models (NE) 335781 Boundary Accuracy: As Supplied

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Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A11NW 0 1 453264 Flood Plain Type: Fluvial Models (SE) 335610 Boundary Accuracy: As Supplied Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences Type: Flood Defences A10NE 10 1 453013 Reference: Not Supplied (NW) 335857

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

BGS Recorded Landfill Sites 53 Site Name: Beeston Sewage Works A16SW 544 4 454081 Location: Lilac Grove, BEESTON, Notts (NE) 336155 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: Good Historical Landfill Sites 54 Licence Holder: Broxtowe Borough Council A16SW 597 1 454138 Location: Lilac Grove, Beeston, Nottinghamshire (NE) 336147 Name: Beeston Sewage Works Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD22275 First Input Date: 31st December 1940 Last Input Date: 31st December 1973 Specified Waste Deposited Waste included Inert, Industrial, Commercial and Household Waste Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 3000/0156 BGS Ref: 2669 Other Ref: 5/U/7/53NW Historical Landfill Sites 55 Licence Holder: W M Davis and Sons Limited A7SE 794 1 453653 Location: Clifton, Nottingham, Nottinghamshire (SE) 334842 Name: Holme Pit, Clifton Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD22278 First Input Date: 31st December 1978 Last Input Date: 31st December 1981 Specified Waste Deposited Waste included Inert Waste Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 3000/0048 BGS Ref: Not Supplied Other Ref: 6/79/69/53SW, 6/77/69/53SW Licensed Waste Management Facilities (Locations) 56 Licence Number: 43640 A15NE 330 1 453594 Location: 97 Windsor Street, Beeston, Nottingham, Nottinghamshire, NG9 2BW (N) 336533 Operator Name: Rehman Raja Abdul Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, East Area Site Category: End of Life Vehicles Licence Status: Issued Issued: 20th April 2007 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Local Authority Landfill Coverage Name: Broxtowe Borough Council 0 3 453247 - Has no landfill data to supply 335627 Local Authority Landfill Coverage Name: Nottinghamshire County Council 0 13 453247 - Has no landfill data to supply 335627 Local Authority Landfill Coverage Name: Nottingham City Unitary Council 193 14 453320 - Has no landfill data to supply 335311

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

Registered Landfill Sites 57 Licence Holder: W Davies & Co (Leicester) Ltd A7SE 868 1 453650 Licence Reference: 6/77/ 69/53SW (SE) 334750 Site Location: Holme Pit, Clifton, Nottingham, Nottinghamshire Licence Easting: 453650 Licence Northing: 334750 Operator Location: Forest Field, Forest Road, LOUGHBOROUGH, Leicestershire, LE11 3NS Authority: Environment Agency - Midlands Region, Lower Trent Area Site Category: Landfill Max Input Rate: Medium (Equal to or greater than 25,000 and less than 75,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st June 1978 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Sub/Topsoil Prohibited Waste Combustible Waste Liable To Cause A Nuisance Putrescible Waste Wastes Likely To Cause Pollution

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

BGS 1:625,000 Solid Geology Description: Triassic mudstones (including Keuper Marl, Dolomitic Conglomerate and A10NE 0 4 453247 Rhaetic) (NW) 335627 BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10NE 0 5 453140 Soil Sample Type: Rural Soil (SW) 335556 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10NE 0 5 453000 Soil Sample Type: Rural Soil (W) 335627 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10NE 0 5 453000 Soil Sample Type: Rural Soil (NW) 335786 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10NE 0 5 453247 Soil Sample Type: Rural Soil (NW) 335627 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14SE 0 5 453247 Soil Sample Type: Rural Soil (N) 336000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14SE 127 5 453000 Soil Sample Type: Rural Soil (NW) 336000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10SE 140 5 453247 Soil Sample Type: Rural Soil (S) 335334 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10SE 156 5 453102 Soil Sample Type: Rural Soil (SW) 335336 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10SE 220 5 453000 Soil Sample Type: Rural Soil (SW) 335337 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SW 222 5 453288 Soil Sample Type: Rural Soil (S) 335276 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A15NE 249 5 453612 Soil Sample Type: Rural Soil (NE) 336437 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10SE 296 5 453000 Soil Sample Type: Rural Soil (SW) 335234 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SE 370 5 453603 Soil Sample Type: Rural Soil (SE) 335331 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14NE 441 5 453000 Soil Sample Type: Rural Soil (N) 336488 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16SW 463 5 454000 Soil Sample Type: Rural Soil (NE) 336000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14NW 466 5 452836 Soil Sample Type: Rural Soil (NW) 336342 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SE 474 5 453677 Soil Sample Type: Rural Soil (SE) 335257 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12NW 475 5 454000 Soil Sample Type: Rural Soil (E) 335627 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NE 475 5 453247 Soil Sample Type: Rural Soil (S) 335000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16NW 492 5 453997 Soil Sample Type: Rural Soil (NE) 336286 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16NW 495 5 454000 Soil Sample Type: Rural Soil (NE) 336286 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16NW 496 5 454000 Soil Sample Type: Rural Soil (NE) 336288 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NE 498 5 453021 Soil Sample Type: Rural Soil (S) 335000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NE 505 5 453000 Soil Sample Type: Rural Soil (S) 335000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

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

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NW 549 5 452896 Soil Sample Type: Rural Soil (SW) 335000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SE 585 5 452555 Soil Sample Type: Rural Soil (SW) 335341 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 590 5 452415 Soil Sample Type: Rural Soil (NW) 336000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7NE 604 5 453661 Soil Sample Type: Rural Soil (SE) 335067 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SE 618 5 452516 Soil Sample Type: Rural Soil (W) 335341 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 630 5 452371 Soil Sample Type: Rural Soil (NW) 336000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7NE 649 5 453642 Soil Sample Type: Rural Soil (SE) 335000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12SW 672 5 454000 Soil Sample Type: Rural Soil (E) 335327 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7NE 681 5 453700 Soil Sample Type: Rural Soil (SE) 335000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16SW 687 5 454223 Soil Sample Type: Rural Soil (E) 336000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 689 5 452286 Soil Sample Type: Rural Soil (W) 335918 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12NW 694 5 454219 Soil Sample Type: Rural Soil (E) 335586 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16NW 705 5 454226 Soil Sample Type: Rural Soil (NE) 336260 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 713 5 452283 Soil Sample Type: Rural Soil (W) 336000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16NW 780 5 454228 Soil Sample Type: Rural Soil (NE) 336473 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12SW 850 5 454217 Soil Sample Type: Rural Soil (E) 335325 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SW 850 5 452186 Soil Sample Type: Rural Soil (NW) 336126 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 874 5 454000 Soil Sample Type: Rural Soil (SE) 335021 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 887 5 454000 Soil Sample Type: Rural Soil (SE) 335000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12SW 896 5 454216 Soil Sample Type: Rural Soil (E) 335241 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NE 897 5 452239 Soil Sample Type: Rural Soil (NW) 336309 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 916 5 454010 Soil Sample Type: Rural Soil (SE) 334967 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 918 5 452043 Soil Sample Type: Rural Soil (W) 335809 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 921 5 454000 Soil Sample Type: Rural Soil (SE) 334948 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 937 5 454095 Soil Sample Type: Rural Soil (SE) 335034 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SW 941 5 452047 Soil Sample Type: Rural Soil (W) 336000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SW 943 5 453927 Soil Sample Type: Rural Soil (SE) 334845 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 961 5 452000 Soil Sample Type: Rural Soil (W) 335627 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 961 5 452000 Soil Sample Type: Rural Soil (W) 335769 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 961 5 452000 Soil Sample Type: Rural Soil (W) 335773 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 967 5 454215 Soil Sample Type: Rural Soil (SE) 335125 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SW 970 5 452092 Soil Sample Type: Rural Soil (W) 335345 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SW 981 5 452000 Soil Sample Type: Rural Soil (W) 335976 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 982 5 454093 Soil Sample Type: Rural Soil (SE) 334964 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SW 986 5 452000 Soil Sample Type: Rural Soil (W) 336000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 989 5 454126 Soil Sample Type: Rural Soil (SE) 335000 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 993 5 454215 Soil Sample Type: Rural Soil (SE) 335085 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel <15 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 993 5 454215 Soil Sample Type: Rural Soil (SE) 335085 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 40 - 60 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Recorded Mineral Sites 58 Site Name: Attenborough A10SE 188 4 452914 Location: , Attenborough, Nottingham, Nottinghamshire (W) 335512 Source: British Geological Survey, National Geoscience Information Service Reference: 120417 Type: Opencast Status: Ceased Operator: Cemex Uk Materials Ltd Operator Location: Cemex Uk Materials Ltd, Cemex House, Coldharbour Lane, Thorpe, Egham, Surrey, Tw20 8td Periodic Type: Quaternary Geology: Hemington Member Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 59 Site Name: Attenborough A10SW 478 4 452765 Location: , Attenborough, Nottingham, Nottinghamshire (SW) 335211 Source: British Geological Survey, National Geoscience Information Service Reference: 120418 Type: Opencast Status: Ceased Operator: Cemex Uk Materials Ltd Operator Location: Cemex Uk Materials Ltd, Cemex House, Coldharbour Lane, Thorpe, Egham, Surrey, Tw20 8td Periodic Type: Quaternary Geology: Hemington Member Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 60 Site Name: Attenborough A5NE 817 4 452500 Location: , Attenborough, Nottingham (SW) 335000 Source: British Geological Survey, National Geoscience Information Service Reference: 12053 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Unknown Operator Periodic Type: Quaternary Geology: Holme Pierrepont Sand And Gravel Member Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 100m BGS Recorded Mineral Sites 61 Site Name: Attenborough A6SW 986 4 452662 Location: , Attenborough, Nottingham, Nottinghamshire (SW) 334631 Source: British Geological Survey, National Geoscience Information Service Reference: 120419 Type: Opencast Status: Ceased Operator: Cemex Uk Materials Ltd Operator Location: Cemex Uk Materials Ltd, Cemex House, Coldharbour Lane, Thorpe, Egham, Surrey, Tw20 8td Periodic Type: Quaternary Geology: Hemington Member Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 41 of 59 Geological

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BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11NW 37 4 453342 Grid: 453342, 335590 (E) 335590 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 14.00 mg/kg Concentration: Cadmium Measured 2.00 mg/kg Concentration: Chromium Measured 64.00 mg/kg Concentration: Lead Measured 238.00 mg/kg Concentration: Nickel Measured 29.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SW 99 4 453270 Grid: 453270, 335440 (S) 335440 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 17.00 mg/kg Concentration: Cadmium Measured 2.00 mg/kg Concentration: Chromium Measured 67.00 mg/kg Concentration: Lead Measured 161.00 mg/kg Concentration: Nickel Measured 36.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10NW 212 4 452750 Grid: 452750, 335750 (W) 335750 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 16.00 mg/kg Concentration: Cadmium Measured 1.00 mg/kg Concentration: Chromium Measured 78.00 mg/kg Concentration: Lead Measured 106.00 mg/kg Concentration: Nickel Measured 37.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14NE 220 4 453245 Grid: 453245, 336390 (N) 336390 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 9.00 mg/kg Concentration: Cadmium Measured 2.00 mg/kg Concentration: Chromium Measured 33.00 mg/kg Concentration: Lead Measured 56.00 mg/kg Concentration: Nickel Measured 13.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A15NE 259 4 453755 Grid: 453755, 336250 (NE) 336250 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 17.00 mg/kg Concentration: Cadmium Measured 2.00 mg/kg Concentration: Chromium Measured 71.00 mg/kg Concentration: Lead Measured 541.00 mg/kg Concentration: Nickel Measured 40.00 mg/kg Concentration:

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BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11NE 284 4 453770 Grid: 453770, 335760 (E) 335760 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 15.00 mg/kg Concentration: Cadmium Measured 3.00 mg/kg Concentration: Chromium Measured 67.00 mg/kg Concentration: Lead Measured 158.00 mg/kg Concentration: Nickel Measured 33.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A10SW 422 4 452750 Grid: 452750, 335330 (SW) 335330 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 16.00 mg/kg Concentration: Cadmium Measured 2.00 mg/kg Concentration: Chromium Measured 78.00 mg/kg Concentration: Lead Measured 111.00 mg/kg Concentration: Nickel Measured 36.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14NW 480 4 452740 Grid: 452740, 336240 (NW) 336240 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 13.00 mg/kg Concentration: Cadmium Measured 2.00 mg/kg Concentration: Chromium Measured 59.00 mg/kg Concentration: Lead Measured 382.00 mg/kg Concentration: Nickel Measured 29.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SE 575 4 453760 Grid: 453760, 335200 (SE) 335200 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 17.00 mg/kg Concentration: Cadmium Measured 3.00 mg/kg Concentration: Chromium Measured 85.00 mg/kg Concentration: Lead Measured 231.00 mg/kg Concentration: Nickel Measured 41.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A16NW 597 4 454120 Grid: 454120, 336238 (NE) 336238 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 28.00 mg/kg Concentration: Cadmium Measured 7.00 mg/kg Concentration: Chromium Measured 128.00 mg/kg Concentration: Lead Measured 976.00 mg/kg Concentration: Nickel Measured 60.00 mg/kg Concentration:

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BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NE 683 4 452278 Grid: 452278, 335765 (W) 335765 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 15.00 mg/kg Concentration: Cadmium Measured 1.00 mg/kg Concentration: Chromium Measured 93.00 mg/kg Concentration: Lead Measured 62.00 mg/kg Concentration: Nickel Measured 36.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12NW 759 4 454245 Grid: 454245, 335750 (E) 335750 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 15.00 mg/kg Concentration: Cadmium Measured 4.00 mg/kg Concentration: Chromium Measured 74.00 mg/kg Concentration: Lead Measured 108.00 mg/kg Concentration: Nickel Measured 43.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NE 854 4 452250 Grid: 452250, 336250 (NW) 336250 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 12.00 mg/kg Concentration: Cadmium Measured 1.00 mg/kg Concentration: Chromium Measured 70.00 mg/kg Concentration: Lead Measured 79.00 mg/kg Concentration: Nickel Measured 31.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SE 886 4 452250 Grid: 452250, 335248 (W) 335248 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 15.00 mg/kg Concentration: Cadmium Measured 2.00 mg/kg Concentration: Chromium Measured 71.00 mg/kg Concentration: Lead Measured 194.00 mg/kg Concentration: Nickel Measured 32.00 mg/kg Concentration: BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12SW 902 4 454240 Grid: 454240, 335265 (E) 335265 Soil Sample Type: Topsoil Sample Area: Nottingham Arsenic Measured 20.00 mg/kg Concentration: Cadmium Measured 5.00 mg/kg Concentration: Chromium Measured 95.00 mg/kg Concentration: Lead Measured 391.00 mg/kg Concentration: Nickel Measured 51.00 mg/kg Concentration:

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BGS Urban Soil Chemistry Averages Source: British Geological Survey, National Geoscience Information Service A10NE 0 4 453247 Sample Area: Nottingham (NW) 335627 Count Id: 636 Arsenic Minimum 5.00 mg/kg Concentration: Arsenic Average 14.00 mg/kg Concentration: Arsenic Maximum 88.00 mg/kg Concentration: Cadmium Minimum 0.30 mg/kg Concentration: Cadmium Average 2.20 mg/kg Concentration: Cadmium Maximum 17.00 mg/kg Concentration: Chromium Minimum 27.00 mg/kg Concentration: Chromium Average 67.00 mg/kg Concentration: Chromium Maximum 184.00 mg/kg Concentration: Lead Minimum 14.00 mg/kg Concentration: Lead Average 145.00 mg/kg Concentration: Lead Maximum 976.00 mg/kg Concentration: Nickel Minimum 6.00 mg/kg Concentration: Nickel Average 29.00 mg/kg Concentration: Nickel Maximum 146.00 mg/kg Concentration: Coal Mining Affected Areas Description: In an area which may be affected by coal mining activity. It is recommended A14SE 0 6 453247 that a coal mining report is obtained from the Coal Authority. Contact details (N) 336000 are included in the Useful Contacts section of this report. Mining Instability Mining Evidence: Inconclusive Coal Mining A10NE 0 - 453247 Source: Ove Arup & Partners (NW) 335627 Boundary Quality: As Supplied Non Coal Mining Areas of Great Britain No Hazard Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A10NE 0 4 453141 Source: British Geological Survey, National Geoscience Information Service (SW) 335557 Potential for Collapsible Ground Stability Hazards Hazard Potential: No Hazard A10NE 0 4 453247 Source: British Geological Survey, National Geoscience Information Service (NW) 335627 Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A11SW 221 4 453288 Source: British Geological Survey, National Geoscience Information Service (S) 335277 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A10NE 0 4 453247 Source: British Geological Survey, National Geoscience Information Service (NW) 335627 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A11SW 221 4 453288 Source: British Geological Survey, National Geoscience Information Service (S) 335277 Potential for Ground Dissolution Stability Hazards No Hazard Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A10NE 0 4 453247 Source: British Geological Survey, National Geoscience Information Service (NW) 335627 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A10NW 184 4 452830 Source: British Geological Survey, National Geoscience Information Service (W) 335637 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A10NE 0 4 453247 Source: British Geological Survey, National Geoscience Information Service (NW) 335627

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Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A10NE 0 4 453141 Source: British Geological Survey, National Geoscience Information Service (SW) 335557 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A11SW 221 4 453288 Source: British Geological Survey, National Geoscience Information Service (S) 335277 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A10NE 0 4 453247 Source: British Geological Survey, National Geoscience Information Service (NW) 335627 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A11SW 221 4 453288 Source: British Geological Survey, National Geoscience Information Service (S) 335277 Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A10NE 0 4 453247 dwellings or extensions (NW) 335627 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Affected Areas Affected Area: The property is in a lower probability radon area, as less than 1% of homes A10NE 0 4 453247 are above the action level (NW) 335627 Source: British Geological Survey, National Geoscience Information Service

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Contemporary Trade Directory Entries 62 Name: Paul Barton A11NW 0 - 453434 Location: Building 4,11 Beeston Business Park,Technology Dr, Beeston, Nottingham, (NE) 335788 Nottinghamshire, NG9 1LA Classification: Commercial Vehicle Servicing, Repairs, Parts & Accessories Status: Active Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 63 Name: Nottingham Telephones Ltd A15SW 0 - 453353 Location: 27, Sgcs Business Park, Technology Drive, Beeston, Nottingham, NG9 2ND (N) 336015 Classification: Telecommunications Equipment & Systems Status: Inactive Positional Accuracy: Automatically positioned in the proximity of the address Contemporary Trade Directory Entries 63 Name: Miller Rebouse & Sons A15SW 0 - 453353 Location: S G C S Business Park, Technology Drive, Beeston, Nottingham, (N) 336015 Nottinghamshire, NG9 2ND Classification: Meat - Wholesale Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 63 Name: Harrwood Environmental Services Ltd A15SW 0 - 453353 Location: 6, S G C S Business Park, Technology Drive, Beeston, Nottingham, (N) 336015 Nottinghamshire, NG9 2ND Classification: Cleaning Services - Commercial Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 63 Name: N T Independent Network Ltd A15SW 0 - 453353 Location: 27, S G C S Business Park, Technology Drive, Beeston, Nottingham, (N) 336015 Nottinghamshire, NG9 2ND Classification: Telecommunications Equipment & Systems Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 63 Name: Northern Drives & Controls A15SW 0 - 453353 Location: 24, S G C S Business Park, Technology Drive, Beeston, Nottingham, (N) 336015 Nottinghamshire, NG9 2ND Classification: Industrial Engineers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 63 Name: E-Printing.Co.Uk A15SW 0 - 453353 Location: A4 S G C S Business Pk,Technology Dr, Beeston, Nottingham, (N) 336014 Nottinghamshire, NG9 2ND Classification: Printers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 63 Name: Barry Wehmiller Packing Technology Ltd A15SW 0 - 453341 Location: S G C S Business Pk,Technology Dr, Beeston, Nottingham, Nottinghamshire, (N) 336060 NG9 2ND Classification: Packaging & Wrapping Equipment & Supplies Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 63 Name: Leaworks A15SW 0 - 453353 Location: 25 S G C S Business Pk,Technology Dr, Beeston, Nottingham, (N) 336014 Nottinghamshire, NG9 2ND Classification: Printers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 63 Name: Mk Profile Systems A15SW 0 - 453353 Location: Unit 15, Beeston Business Centre, Technology Drive, Beeston, Nottingham, (N) 336015 NG9 2ND Classification: Engineering Services Status: Inactive Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 63 Name: Logic Controls Ltd A15SW 0 - 453353 Location: Unit 23, Beeston Business Centre, Technology Drive, Beeston, Nottingham, (N) 336015 NG9 2ND Classification: Electrical Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 64 Name: Siemens Enterprise Communications A15SW 0 - 453305 Location: Technology Drive, Beeston, Nottingham, NG9 1LA (N) 336093 Classification: Telecommunications Equipment & Systems Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 64 Name: X Y Z Agencies A15SW 0 - 453305 Location: Technology Drive, Beeston, Nottingham, NG9 1LA (N) 336093 Classification: Furniture Manufacturers - Home & Office Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 65 Name: Allied Medical Services (Uk) Ltd A15SW 0 - 453418 Location: 22 Gpt Business Park,Technology Dr, Beeston, Nottingham, NG9 2ND (N) 336168 Classification: Medical Equipment Manufacturers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 66 Name: Total Print (Uk) Ltd A11NW 0 - 453334 Location: B Block, Beeston Business Park, Technology Drive, Beeston, Nottingham, (N) 335861 NG9 1LA Classification: Printers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 67 Name: Jays Auto Repairs A11NW 16 - 453331 Location: 41, Trent Vale Road, Beeston, Nottingham, NG9 1ND (E) 335627 Classification: Car Body Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 68 Name: Stallion Motor Body Specialist A15SW 19 - 453289 Location: Dovecote Lane, Beeston, NOTTINGHAM, NG9 1JG (N) 336145 Classification: Car Body Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 69 Name: Nottingham Ice Cream Co A15NW 35 - 453520 Location: Lilac Gro, Beeston, Nottingham, NG9 1PN (NE) 336215 Classification: Ice Cream Manufacturers & Suppliers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 70 Name: Trent Aire A15NW 84 - 453411 Location: Unit D & E,Old Station Yard,Station Rd, Beeston, Nottingham, (N) 336332 Nottinghamshire, NG9 2AB Classification: Air Conditioning & Refrigeration Contractors Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 70 Name: L N D Liftrucks A15NW 118 - 453429 Location: Unit C, Old Station Yard, Station Road, Beeston, Nottingham, NG9 2AB (N) 336365 Classification: Materials Handling Equipment Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 71 Name: R B Plastering A15NW 118 - 453297 Location: 2, County Close, Beeston, Nottingham, NG9 1GD (N) 336294 Classification: Damp & Dry Rot Control Status: Inactive Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 72 Name: Beeston Caravan Repair Centre A15NW 197 - 453528 Location: The Goods Yard,Station Rd, Beeston, Nottingham, NG9 2AB (N) 336414 Classification: Caravans - Servicing & Repairs Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 72 Name: Station Garage A15NW 224 - 453563 Location: Station Rd, Beeston, Nottingham, Nottinghamshire, NG9 2AB (N) 336432 Classification: Garage Services Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 73 Name: Elite Forwarders Ltd A14NE 222 - 453180 Location: 8, Grove Street, Beeston, Nottingham, NG9 1JL (N) 336323 Classification: Freight Forwarders Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 74 Name: Hulleys A15NE 226 - 453667 Location: Lilac Gr, Beeston, Nottingham, Nottinghamshire, NG9 1PP (NE) 336354 Classification: Frozen Food Processors & Distributors Status: Active Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 75 Name: Red Carpet Cleaning Services Ltd A11NE 227 - 453654 Location: Trent Rd, Beeston, Nottingham, Nottinghamshire, NG9 1LP (E) 335607 Classification: Commercial Cleaning Services Status: Active Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 75 Name: Large'S Cleaning Co A11NE 231 - 453631 Location: 92, Trent Road, Beeston, Nottingham, NG9 1LQ (E) 335580 Classification: Cleaning Services - Domestic Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 76 Name: Beeston Marina Complex Ltd A11SW 231 - 453437 Location: Riverside Road, Beeston, Nottingham, NG9 1NA (SE) 335365 Classification: Boatbuilders & Repairers Status: Active Positional Accuracy: Automatically positioned to the address Fuel Station Entries 77 Name: Lilac Grove Garage A15NE 381 - 453783 Location: Lilac Grove, Beeston, Nottingham, Nottinghamshire, NG9 1PP (NE) 336456 Brand: Obsolete Premises Type: Not Applicable Status: Obsolete Positional Accuracy: Automatically positioned to the address Fuel Station Entries 78 Name: F Nicholson Ltd A13SE 785 - 452279 Location: 85-95 High Road, Chilwell Beeston, NOTTINGHAM, Nottinghamshire, NG9 (NW) 336167 4AJ Brand: Total Premises Type: Petrol Station Status: Closed Positional Accuracy: Manually positioned to the address or location

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Areas of Adopted Green Belt 79 Authority: Broxtowe Borough Council A10NE 0 7 453116 Plan Name: Broxtowe Local Plan (SW) 335543 Status: Adopted Plan Date: 30th September 2004 Areas of Adopted Green Belt 80 Authority: Nottingham City Council A11SW 193 8 453301 Plan Name: Nottingham Local Plan (S) 335310 Status: Adopted Plan Date: 28th November 2005 Areas of Adopted Green Belt 81 Authority: Broxtowe Borough Council A11SW 322 7 453523 Plan Name: Broxtowe Local Plan (SE) 335317 Status: Adopted Plan Date: 30th September 2004 Local Nature Reserves 82 Name: Clifton Grove, Clifton Woods And Holme Pit Pond A7SW 829 11 453472 Multiple Area: N (S) 334702 Area (m2): 384122.86 Source: Natural England Designation Date: 4th December 2002 Nitrate Vulnerable Zones 83 Name: Not Supplied A10NE 0 12 453247 Description: NVZ Area (NW) 335627 Source: Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) Sites of Special Scientific Interest 84 Name: Attenborough Gravel Pits A10NE 3 11 453112 Multiple Areas: N (SW) 335540 Total Area (m2): 2265735.03 Source: Natural England Reference: 1003408 Designation Details: Local Wildlife Trust Reserve Designation Date: 1st November 1982 Date Type: Notified Sites of Special Scientific Interest 85 Name: Holme Pit A7SW 845 11 453477 Multiple Areas: N (S) 334686 Total Area (m2): 41684.08 Source: Natural England Reference: 1000826 Designation Details: Not Supplied Designation Date: 1st October 1982 Date Type: Notified

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Agency & Hydrological Version Update Cycle

Contaminated Land Register Entries and Notices Erewash Borough Council - Environmental Health Department April 2013 Annual Rolling Update Nottingham City Council - Environmental Health Department April 2013 Annual Rolling Update Broxtowe Borough Council - Environmental Health Department July 2013 Annual Rolling Update Rushcliffe Borough Council - Environmental Health Department July 2013 Annual Rolling Update Discharge Consents Environment Agency - Midlands Region April 2013 Quarterly Enforcement and Prohibition Notices Environment Agency - Midlands Region March 2013 Quarterly Integrated Pollution Controls Environment Agency - Midlands Region October 2008 Not Applicable Integrated Pollution Prevention And Control Environment Agency - Midlands Region April 2013 Quarterly Local Authority Integrated Pollution Prevention And Control Broxtowe Borough Council - Environmental Health Department August 2012 Annual Rolling Update Rushcliffe Borough Council - Environmental Health Department February 2013 Annual Rolling Update Erewash Borough Council - Environmental Health Department November 2012 Annual Rolling Update Nottingham City Council - Environmental Health Department November 2012 Annual Rolling Update Local Authority Pollution Prevention and Controls Broxtowe Borough Council - Environmental Health Department August 2012 Annual Rolling Update Rushcliffe Borough Council - Environmental Health Department February 2013 Annual Rolling Update Erewash Borough Council - Environmental Health Department November 2012 Annual Rolling Update Nottingham City Council - Environmental Health Department November 2012 Annual Rolling Update Local Authority Pollution Prevention and Control Enforcements Broxtowe Borough Council - Environmental Health Department August 2012 Annual Rolling Update Rushcliffe Borough Council - Environmental Health Department February 2012 Annual Rolling Update Erewash Borough Council - Environmental Health Department November 2012 Annual Rolling Update Nottingham City Council - Environmental Health Department November 2012 Annual Rolling Update Nearest Surface Water Feature Ordnance Survey July 2012 Quarterly Pollution Incidents to Controlled Waters Environment Agency - Midlands Region December 1999 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - Midlands Region March 2013 Quarterly Prosecutions Relating to Controlled Waters Environment Agency - Midlands Region March 2013 Quarterly Registered Radioactive Substances Environment Agency - Midlands Region April 2013 Quarterly River Quality Environment Agency - Head Office November 2001 Not Applicable River Quality Biology Sampling Points Environment Agency - Head Office July 2012 Annually River Quality Chemistry Sampling Points Environment Agency - Head Office July 2012 Annually Substantiated Pollution Incident Register Environment Agency - Midlands Region - East Area April 2013 Quarterly Environment Agency - Midlands Region - Lower Trent Area April 2013 Quarterly Water Abstractions Environment Agency - Midlands Region April 2013 Quarterly Water Industry Act Referrals Environment Agency - Midlands Region April 2013 Quarterly

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Agency & Hydrological Version Update Cycle

Groundwater Vulnerability Environment Agency - Head Office January 2011 Not Applicable Drift Deposits Environment Agency - Head Office January 1999 Not Applicable Bedrock Aquifer Designations British Geological Survey - National Geoscience Information Service October 2012 Annually Superficial Aquifer Designations British Geological Survey - National Geoscience Information Service October 2012 Annually Source Protection Zones Environment Agency - Head Office March 2013 Quarterly Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office April 2013 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office April 2013 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office April 2013 Quarterly Flood Water Storage Areas Environment Agency - Head Office April 2013 Quarterly Flood Defences Environment Agency - Head Office April 2013 Quarterly

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Waste Version Update Cycle

BGS Recorded Landfill Sites British Geological Survey - National Geoscience Information Service June 1996 Not Applicable Historical Landfill Sites Environment Agency - Midlands Region - East Area April 2013 Quarterly Environment Agency - Midlands Region - Lower Trent Area April 2013 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - Midlands Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency - Midlands Region - East Area April 2013 Quarterly Environment Agency - Midlands Region - Lower Trent Area April 2013 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency - Midlands Region - East Area April 2013 Quarterly Environment Agency - Midlands Region - Lower Trent Area April 2013 Quarterly Local Authority Landfill Coverage Broxtowe Borough Council - Environmental Health Department May 2000 Not Applicable Derbyshire County Council May 2000 Not Applicable Erewash Borough Council - Environmental Health Department May 2000 Not Applicable Nottingham City Council May 2000 Not Applicable Nottinghamshire County Council - Environment Department May 2000 Not Applicable Rushcliffe Borough Council - Environmental Health Department May 2000 Not Applicable Local Authority Recorded Landfill Sites Broxtowe Borough Council - Environmental Health Department May 2000 Not Applicable Derbyshire County Council May 2000 Not Applicable Erewash Borough Council - Environmental Health Department May 2000 Not Applicable Nottingham City Council May 2000 Not Applicable Nottinghamshire County Council - Environment Department May 2000 Not Applicable Rushcliffe Borough Council - Environmental Health Department May 2000 Not Applicable Registered Landfill Sites Environment Agency - Midlands Region - Lower Trent Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency - Midlands Region - Lower Trent Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency - Midlands Region - Lower Trent Area March 2003 Not Applicable

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Hazardous Substances Version Update Cycle

Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive March 2013 Bi-Annually Explosive Sites Health and Safety Executive March 2013 Bi-Annually Notification of Installations Handling Hazardous Substances (NIHHS) Health and Safety Executive November 2000 Not Applicable Planning Hazardous Substance Enforcements Nottinghamshire County Council August 2007 Annual Rolling Update Derbyshire County Council August 2012 Annual Rolling Update Erewash Borough Council August 2012 Annual Rolling Update Nottingham City Council - Planning Information Department December 2012 Annual Rolling Update Broxtowe Borough Council February 2013 Annual Rolling Update Rushcliffe Borough Council - Development Service January 2013 Annual Rolling Update Planning Hazardous Substance Consents Nottinghamshire County Council August 2007 Annual Rolling Update Derbyshire County Council August 2012 Annual Rolling Update Erewash Borough Council August 2012 Annual Rolling Update Nottingham City Council - Planning Information Department December 2012 Annual Rolling Update Broxtowe Borough Council February 2013 Annual Rolling Update Rushcliffe Borough Council - Development Service January 2013 Annual Rolling Update

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Geological Version Update Cycle

BGS 1:625,000 Solid Geology British Geological Survey - National Geoscience Information Service August 1996 Not Applicable BGS Estimated Soil Chemistry British Geological Survey - National Geoscience Information Service January 2010 Variable BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service April 2013 Bi-Annually BGS Urban Soil Chemistry British Geological Survey - National Geoscience Information Service June 2011 Variable BGS Urban Soil Chemistry Averages British Geological Survey - National Geoscience Information Service June 2011 Variable Brine Compensation Area Cheshire Brine Subsidence Compensation Board August 2011 Not Applicable Coal Mining Affected Areas The Coal Authority - Mining Report Service January 2012 As notified Mining Instability Ove Arup & Partners October 2000 Not Applicable Non Coal Mining Areas of Great Britain British Geological Survey - National Geoscience Information Service February 2011 Not Applicable Potential for Collapsible Ground Stability Hazards British Geological Survey - National Geoscience Information Service February 2011 Annually Potential for Compressible Ground Stability Hazards British Geological Survey - National Geoscience Information Service February 2011 Annually Potential for Ground Dissolution Stability Hazards British Geological Survey - National Geoscience Information Service February 2011 Annually Potential for Landslide Ground Stability Hazards British Geological Survey - National Geoscience Information Service February 2011 Annually Potential for Running Sand Ground Stability Hazards British Geological Survey - National Geoscience Information Service February 2011 Annually Potential for Shrinking or Swelling Clay Ground Stability Hazards British Geological Survey - National Geoscience Information Service February 2011 Annually Radon Potential - Radon Affected Areas British Geological Survey - National Geoscience Information Service July 2011 As notified Radon Potential - Radon Protection Measures British Geological Survey - National Geoscience Information Service July 2011 As notified

Industrial Land Use Version Update Cycle

Contemporary Trade Directory Entries Thomson Directories May 2013 Quarterly Fuel Station Entries Catalist Ltd - Experian May 2013 Quarterly

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Sensitive Land Use Version Update Cycle

Areas of Adopted Green Belt Broxtowe Borough Council May 2013 As notified Erewash Borough Council May 2013 As notified Nottingham City Council May 2013 As notified Rushcliffe Borough Council - Development Service May 2013 As notified Areas of Unadopted Green Belt Broxtowe Borough Council May 2013 As notified Erewash Borough Council May 2013 As notified Nottingham City Council May 2013 As notified Rushcliffe Borough Council - Development Service May 2013 As notified Areas of Outstanding Natural Beauty Natural England July 2013 Bi-Annually Environmentally Sensitive Areas Natural England July 2013 Annually Forest Parks Forestry Commission April 1997 Not Applicable Local Nature Reserves Natural England July 2013 Bi-Annually Marine Nature Reserves Natural England July 2013 Bi-Annually National Nature Reserves Natural England July 2013 Bi-Annually National Parks Natural England July 2013 Bi-Annually Nitrate Sensitive Areas Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) February 2012 Not Applicable Nitrate Vulnerable Zones Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) February 2013 Annually Ramsar Sites Natural England July 2013 Bi-Annually Sites of Special Scientific Interest Natural England July 2013 Bi-Annually Special Areas of Conservation Natural England July 2013 Bi-Annually Special Protection Areas Natural England July 2013 Bi-Annually

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A selection of organisations who provide data within this report

Data Supplier Data Supplier Logo

Ordnance Survey

Environment Agency

Scottish Environment Protection Agency

The Coal Authority

British Geological Survey

Centre for Ecology and Hydrology

Countryside Council for Wales

Scottish Natural Heritage

Natural England

Health Protection Agency

Ove Arup

Peter Brett Associates

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 57 of 59 Useful Contacts

Contact Name and Address Contact Details

1 Environment Agency - National Customer Contact Telephone: 08708 506 506 Centre (NCCC) Email: [email protected] PO Box 544, Templeborough, Rotherham, S60 1BY

2 Nottingham City Council - Environmental Health Telephone: 0115 915 6798 Department Fax: 0115 915 6145 Website: www.nottinghamcity.gov.uk Lawrence House, Talbot Street, Nottingham, Nottinghamshire, NG1 5NT

3 Broxtowe Borough Council - Environmental Health Telephone: 0115 917 7777 Department Fax: 0115 943 1452 Website: www.broxtowe.gov.uk Council Offices, Foster Avenue, Beeston, Nottingham, Nottinghamshire, NG9 1AB

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

5 Landmark Information Group Limited Telephone: 0844 844 9952 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmarkinfo.co.uk

6 The Coal Authority - Mining Report Service Telephone: 0845 7626848 Email: [email protected] 200 Lichfield Lane, Mansfield, Nottinghamshire, NG18 4RG

7 Broxtowe Borough Council Telephone: 0115 917 7777 Fax: 0115 943 1452 Council Offices, Foster Avenue, Beeston, Nottingham, Nottinghamshire, Website: www.broxtowe.gov.uk NG9 1AB

8 Nottingham City Council Telephone: 0115 915 5555 Website: www.nottinghamcity.gov.uk The Guildhall, South Sherwood Street, Nottingham, Nottinghamshire, NG1 4BT

9 Rushcliffe Borough Council - Development Service Telephone: 0115 981 9911 Fax: 0115 914 8452 Civic Centre, Pavilion Road, West Bridgford, Nottingham, Email: [email protected] Nottinghamshire, NG2 5FE Website: www.rushcliffe.gov.uk

10 Erewash Borough Council Telephone: 0115 946 1321 Fax: 0115 946 8236 Town Hall, Long Eaton, Nottingham, Nottinghamshire, NG10 1HU Website: www.erewash.gov.uk

11 Natural England Telephone: 0845 600 3078 Fax: 01733 455103 Northminster House, Northminster Road, Peterborough, Cambridgeshire, Email: [email protected] PE1 1UA Website: www.naturalengland.org.uk

12 Department for Environment, Food and Rural Affairs Telephone: 0113 2613333 (DEFRA - formerly FRCA) Fax: 0113 230 0879 Government Buildings, Otley Road, Lawnswood, Leeds, West Yorkshire, LS16 5QT

13 Nottinghamshire County Council - Environment Telephone: 0115 977 4383 Department Website: www.nottinghamshire.gov.uk 5th Floor, Trentbridge House, Fox Road, Nottingham, Nottinghamshire, NG2 6BJ

14 Nottingham City Council Website: www.nottinghamcity.gov.uk Lawrence House, Talbot Street, Nottingham, Nottinghamshire, NG1 5NT

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 58 of 59 Useful Contacts

Contact Name and Address Contact Details

- Health Protection Agency - Radon Survey, Centre for Telephone: 01235 822622 Radiation, Chemical and Environmental Hazards Fax: 01235 833891 Email: [email protected] Chilton, Didcot, Oxfordshire, OX11 0RQ Website: www.hpa.org.uk

- Landmark Information Group Limited Telephone: 0844 844 9952 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmarkinfo.co.uk

Please note that the Environment Agency / SEPA have a charging policy in place for enquiries.

Order Number: 47845215_1_1 Date: 24-Jul-2013 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 59 of 59 Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

4. LOCAL AUTHORITY RESPONSE, BROXTOWE BOROUGH COUNCIL – AUGUST 2013

Confidential Appendices 11/10/2013

Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

5. BURO HAPPOLD REPORT REVIEW, OCTOBER 2013

Confidential Appendices 11/10/2013

4 October 2013

Ambiente International LLP 2nd Floor 207 - 209 Regent Street London W1B 4ND

For the attention of Sarah Pirrie

RE: Beeston Report Review

Dear Sarah

Background Buro Happold was commissioned by Ambiente LLP to undertake a review of the Geoenvironmental Reports associated with the Beeston site located at Technology Drive, Beeston, Nottinghamshire.

It is noted that most of the reports have missing or have incomplete appendices and have been scanned rather than provided in the original electronic format (so some scans are single sided copies of double sided reports, some A3 plans have been scanned folded at A4 page size). If further information is provided at a later date this review will require updating.

The report reviews are present as attachments to this document.

Report Summary

The reports have identified that the site at Beeston was predominantly open land prior to 1892 a cycle works was developed in the eastern area of the site, by 1901 the site was developed into a telephone works that expanded to what is presently observed on site. For 40 years (1920-1960) products were produced for military use. Over the last 100 years or so the site has been subject to redevelopment, including the demolition, extension and construction of buildings across the site.

Buro Happold Limited 17 Newman Street London W1T 1PD UK

Telephone: +44(0) 207927 9700 Facsimile: +44(0) 870787 4145

Registered Office: Camden Mill Lower Bristol Road Bath BA2 3DQ UK Registered in England 2049511

ABU DHABI • BATH • BEIJING • BELFAST • BERLIN • BIRMINGHAM • BOSTON • CAIRO • CHICAGO • COPENHAGEN • DUBAI • EDINBURGH •GLASGOW • HONG KONG JEDDAH • KUWAIT • LEEDS • LONDON • LOS ANGELES • MANCHESTER • MUMBAI • MUNICH • NEW YORK • RIYADH • SAN FRANCISCO • WARSAW www.burohappold.com Buro Happold

The text of the reports shows that previous investigations have identified contaminant of concern across the site, typically chlorinated solvents (VOCs – Volatile Organic Compounds), Total Petroleum Hydrocarbons (TPH) and Polychlorinated Biphenyls (PCBs) within groundwater and some localised metal and Polyaromatic Hydrocarbons (PAHs) within the soils. However the data to support this description of the contamination profile is not complete/presented in the reports.

Some remediation has been undertaken at the site, including the injection of RegenOx and Hydrogen Release Compound (HRC) in areas of the site. No remediation method statement or approval from the regulatory bodies has been provided for the review (if available). Therefore it is unclear if these remediation works have satisfactorily addressed the relevant issues identified at the site.

Data Gaps

Following review of the reports the table below is the Buro Happold summary of the data gaps.

Data Gap Comment

Ground model not fully Limited exploratory hole logs and plans have been provided. understood Although investigations are understood to have been undertaken across the site, without the data it is not possible to complete a ground model of the site. Of particular concern is the construction, composition, location of the ‘pit’ on site and any backfilled buildings/former foundations/basements.

Previous contaminative uses not Most documents have limited or missing appendix which would fully understood (location) present factual data. No historic maps or annotated site plans. Few references to underground tanks or pit. It is understood that the Ambiente report (to be issued) will provide clarity on these locations.

Contamination identified – Organic contamination identified in groundwater, localised organic locations unknown and inorganic (with respect to residential receptors) in some shallow soils. Some chemical data, borehole logs and plans received, but others are currently missing.

Unknown status of site Validation document reviewed which has focused on remediation of remediation organics in soil and groundwater. However without the remediation method statement and written agreement of the regulating bodies the appropriateness and success of the remediation is highly uncertain.

A letter from the Environment Agency confirming that some remediation and validation documentation has been received. However this refers solely to manganese, which has not been highlighted during any of the reviewed reports.

Only some radiological investigation has been undertaken to date.

Buro Happold

Recommendations

The data gap analysis has identified that there are significant unknowns associated with the ground conditions at the site. This includes the extent and impact of any potential contamination and the extent, impact and regulatory approval of any remedial works that have been undertaken. Considering these data gaps and the potential for liability associated with the Beeston site, it recommended that further site investigations are undertaken.

The objectives of a site investigation should contain, but not be limited to the following:

• Determine the geology and hydrogeology of the site

• Identify any potential sources of contamination (solid, liquid, gas/vapour and radiological) using an investigation that is both targeted and provides general site coverage

• Delineate any sources of potential contamination (possible second phase of works)

• Sample surface water to assess the potential for site to impact adjacent receptors

• Validate the areas of former remediation.

The results from the site investigation would be used to provide further recommendations, including any remedial works that may be required from a statutory perspective or for potential redevelopment.

If complete copies of the various reports etc. referred to above were obtained they should be subject to review. In the even that those documents provided satisfactory evidence, the scope of the intrusive investigation outlines above would reduce, commensurate with the reduction in the data gaps.

Yours sincerely on behalf of Buro Happold Limited

Geoffrey Perrett Geoenvironmental Engineer ddi 07912670682 email [email protected]

Reports Reviewed The following reports have been reviewed: 1. February 2000; Peter Brett Associates; Geoenvironmental Desk Study Report; Ref.: 10728/50/SNK/JB/DA/MAM 2. July 2003; Environ UK ltd; Phase I Environmental Site Assessment; Ref.: R-65-C6577-Final 1a 3. May 2006; WSP; Phase I and II Environmental Risk Assessment ; Ref.: 12040913-001/002 4. November 2006; GEA; Ground Investigation Report, Project Basil; Ref.: J06242 5. January 2007; AIG; Project Basil - AIGE Factual Site Investigation; Ref.: UK06/SE100260/DH 6. July 2007; Mason Navarro; Ground Conditions Environmental Summary Report; Ref.: 206185 7. May 2008; Atkins; Beeston Bus. Park. Flood Risk Assessment; Ref.:5050664 FRA Main Site 8. June 2009; Provectus; Verification report for ground contamination treatment works; Ref.: 100260/VR/R001 9. August 2009; Environment Agency letter – Project Basil, Beeston (Ref.: CL/2007/20, 27th ) 10. June 2013; Rodgers Leask; Beeston Bus. Park. Constraints Assessment Ref.:P13/136

Report 1

Report title Geoenvironmental Desk Study (Ref.:10728/50/SNK/JB/DA/MAM) Author Peter Brett Associates Report date February 2000 Area covered Whole site Objectives Page 1 is missing, no scope or objectives are provided. As it is a desk study it can be assumed to provide a review of historical data relating to environmental issues at the site Scope Page 1 is missing, no scope or objectives are provided. As it is a desk study it can be assumed to provide a review of historical data and current site activities relating to environmental issues at the site Background No appendixes are included, however the report references Envirocheck, Schedule information of Buildings, BGS Borehole Logs, Quest [Site Investigation] Logs and included Contamination Analysis. Without copies of the original data it is not possible to provide comment on the validity of the results. Site history The 1884/1886 map shows the majority of the site to be open fields and the north eastern corner of the site to be occupied by a cricket ground. The north western boundary is formed by the Midland Railway. By 1901 Nelson Cycle works is located on the eastern part of the site. By 1914 the site is referred to as a Telephone Works and the cricket field is now a series of smaller fields. The Telephone Works expanded by 1938, and again by 1955 and 1967. The former cricket ground is now a sports ground. By 1971 the western area of the site has been developed. Further development is present on site by 1984. A large pit was extracted during the second world war in the areas north of 1B block, this was backfilled by the 1960s. Several air raid shelters were also constructed, which were demolished and backfilled during the 1980s. During the 1980s many blocks were demolished with foundations being reportedly excavated and backfilled with demolition rubble.

Five empty petrol storage tanks remain underground in the car park areas west of Block T.

The surrounding area has been subject to a series of potentially contaminative uses, including gravel extraction with backfilling, industry, sewage works and railway sidings.

No plans have been provided for independent review. However the detail provided is appropriate. The historical use of the site and the surrounding area provides many potential sources of contaminants, including backfilled pits and underground storage tanks. Site sensitivity Geology/ hydrogeology summarised as follows: The site is underlain by Alluvium overlying the Mercia Mudstone, this in turn overlies the Waterstones [basal beds of the Mercia Mudstone]. The BGS borehole logs for the site include a 131m borehole which contained 0.3m of Made Ground overlying 6.45m of Alluvium. The Mercia Mudstone was proven to a thickness of 124m, which was 12m of red marls and gypsum with 112m of alternating layers of hard marl and sandstone.

Groundwater was encountered at 11.3m below ground level (bgl).

Other borehole logs that were reviewed by Peter Brett Associates (PBA) identify Made Ground between 0.7m and 2.9m in thickness. Groundwater was encountered at 3.5m bgl.

No records of natural cavities were identified in the Beeston area, however inconclusive evidence of coal mining covering the area was identified.

The report states that the Alluvium and Mercia Mudstone are minor aquifers [Secondary Aquifers] and in continuity with the River Trent.

Hydrology The nearest watercourses are the Attenborough Nature Reserve adjacent to the south west of the site and the River Trent and Beeston Canal from 250m south of the site.

The geology, groundwater and surface water are all potential contaminant pathways. The controlled water receptors are also potential receptors. No mention is made of the potential culverted water course that intersects the site. No mention is made of the potential backfill of the pit previously referred to in the site history . Other An Envirocheck has been referred to, however is not provided for review. This data environmental presented in the report text is summarised below. information Four licensed water abstractions within 1km of the site, 2 groundwater, including one on site and one 60m north, and two surface water located south of the site. Site is not within a source protection zone. No pollution incidents are associated with the subject site. No landfills are present on the site, the nearest is 980m to the south. No radioactive substances, fuel stations or hazardous substances are present on the site.

The Attenborough Nature Reserve (former gravel pits) are located from 50m to the south west of the site which is a SSSI and covers an area of 2.24km 2. Site investigation No investigation was conducted as part of this report. However a previous investigation conducted by Quest Technical Services was reviewed. The samples were screened against Interdepartmental Committee on the Redevelopment of Contaminated Land (ICRCL). A total of 36 sample of Made Ground and natural strata were sampled (August 1996) along with groundwater samples from the investigation and abstraction boreholes and Ryland Brook.

Within the Made ground elevated concentrations of cadmium, arsenic and boron were identified. Potentially phytotoxic concentrations of copper and nickel were identified.

Within natural ground cadmium and arsenic were identified above the ICRCL thresholds. Copper exceeded the phytotoxic thresholds in one location.

No organic testing (TPH, BTEX, VOCs etc) was undertaken. The results have not been presented. The ICRCL values have now been superseded.

Groundwater concentrations were below drinking water guidelines in 13 of the 14 samples tested. It is considered that iron was found above the guideline value, but the concentrations are not presented.

No data has been provided and it is unclear if any organic testing has been undertaken. No reference to the sampling procedure (low flow, preservatives, filtering etc) is provided. Findings/ Results The potential sources are considered to be associated with the historical in report agricultural use, cycle works, telephone works, offices, warehouses, factories and petrol refuelling facilities. The potential contaminants include oils, heavy metals, solvents, asbestos and inorganic chemicals.

The potential pathways include the Alluvium, Mercia Mudstone [Secondary Aquifers] and site drainage.

The receptors include site users, Attenborough Nature Reserve, underlying aquifers and the River Trent.

It is considered there is a moderate potential for any recprotrs in the area surrounding the site to be affected by significant contamination, with significant risk located at certain processes (former petrol filling area).

There is no reference to the previous investigation and the findings from this to delineate or identify any potential sources. The desk study source – pathway – receptor / potential pollutant linkage is reasonable.

Conclusions and PBA concluded that further investigation was required prior to development, recommendations including sampling of near surface soils and groundwater. Determine the thickness of Made Ground, Alluvium at the site and groundwater.

The summary also provides some detail of the contamination locations [cadmium, copper and lead in the vicinity of the former plating works].

The report summary and conclusion are brief, recommending further works Buro Happold This report su mmarises previous investigation and provides a basic risk comment assessment at the Beeston Site. The supporting figures and appendices were not included within the report.

The report provides a brief overview of the previous works and recommends further works. The standards and guidelines within the report have been superseded. No appendices are provided and therefore an independent review cannot be made. No organic testing has been conducted/reviewed.

The site investigation is limited and is not sufficient to categorise the site. The report can only be used as qualitative evidence of works/contamination at the site. Further investigation will be required to ensure that all sources are assessed to current guidelines.

Report 2 Report title Phase I Environmental Site Assessment (ref.: R -65 -C6577 -Final 1a) Author Environ UK Ltd Report date July 2003 Area covered Site wide Objectives The objectives have been blanked out on the received report. Scope Undertake a Phase I Environmental Site Assessment of the Siemens site at Beeson [Site]. The agreed scope comprised a desk study, walk over and review of available documentation. Background A single site plan is included. No other appendices are presented. information included The report references (but does not provide) historic maps, planning history, geological mapping, landmark environmental database. Correspondence have also been obtained from the Environmental Health Departments, Environment Agency, Petroleum Officer and local water company.

Site walkover identified above ground tanks within Block T (bunded and internal) and three large underground storage tanks (15,000l) which were backfilled with foam and concreted over in 1998.

The report details that Rylands Brook is culverted beneath the southern section of the site before emerging on the eastern side of the site. The brook was observed to be of very low flow [21 st March 2003].

No correspondence is provided from the petroleum officer about the underground tanks. No validation works or integrity tests have been provided on the tanks, but testing was carried out in 1993 and 1996 (see below).

The plans of surface water and foul water drainage (including the culverted brook) have not been provided. Site history Anecdotal information obtained during the report identifies the former waste pit located adjacent to blocks R and 1B [possible typo in report, might refer to block 1F]. The site contact stated that it was backfilled with a range of wastes [sourced on site]. The pit is reportedly clay lined.

Five above ground tanks [heating oil] were removed in the vicinity of Block A [possibly removed, former boiler house].

A review of historical mapping provided similar information to the PBA report (February 2000). This is summarised as the site was predominantly agricultural prior to 1883, between 1883 and 1901 a cycle works was present in the north east corner of the site. By 1914 the site was developed into a Telephone Works which expanded up to 1983. Between 1983 and 2000 some buildings were removed across the site.

In addition to the above summary between 1920 and the 1960s the site produced products for the RAF, including radio, bomb sights, special paints, varnishes and aluminium powder (bomb manufacture). Air raid shelter are also present on the mapping and historical aerial photographs. Other information, from a history booklet, identified that between 1939-1945 the site was utilised for 85% military purposes and the site was extensively flooded in 1947.

The site history is broadly consistent with previous data (PBA 2000), however no maps or appendixes have been provided for independent review. No radiological assessment has been made. Site sensitivity The geology is similar to what has previously been identified. However more detail is provided, this includes that the site is underlain by Alluvium which is in turn underlain by Mercia Mudstone, Bunter Pebble Beds, Lower Mottled Sandstone,

Middle Permian Marl, Lower Magnesian Limestone, Lower Permian Marl, Breccia and Coal with interbedded Sandstones.

The coal authority was contacted and stated that the site is not in a zone likely of physical influence from past underground coal workings or present or future coal workings.

The hydrogeology confirms that the site is underlain by a minor [secondary] aquifer and that there is a groundwater abstraction on site, with two further abstractions within 1km of the site. No abstractions are for public water supply.

The adjacent Attenborough Nature Reserve is a SSSI.

Other A review of the planning history has been provided. This is summarised by the environmental approval of battery housing (1983), gas fired boilers (1988), waste compound information (1996) and a standby generator (1999). A residential development was refused in 1993.

The Environmental Health Department confirmed the historical use of the site and stated that they had no recorded of any leakages, spillages or unlicensed landfills within 250m of the site.

The petroleum officer/council confirmed that the following tanks (unknown if above or below ground) were infilled within foam in 1998 1x37298l, 1x9029l, 1x4775l and 2x 4773l. These were tested for integrity in 1993 and 1996 and were satisfactory.

The review of the historical information and the correspondence with the local authority Environmental Health Department and Petroleum Officer does not identify any previously unknown contamination sources at the site. Site investigation No site investigation was conducted as part of this report. The report referred to the PBA (2000) report that is reviewed above. The summary of the report is broadly consistent with the summary above stating ‘ In ENVIRON’s view, the nature and extent of the site investigation is not sufficiently extensive to provide an overall indication of the contaminative profile of the site. The coverage of the site (with only 12 boreholes) does not provide sufficient comfort that all potential sources have been assessed (e.g. waste pit) and the analytical suite is not sufficiently comprehensive (e.g. no TPH). Finally, it should be noted that the analytical results were compared to the then ICRCL guideline values. These have since been replaced by risk-assessment based site evaluation methods, in accordance with Environment Agency guidance.’

Buro Happold generally agree with the conclusions and summary of the PBA 2000 report provided by ENVIRON. Findings/ Results No summary or conclusions are provided. It is stated that this is in the Executive in report Summary but this has been blacked out. Conclusions and No summary or conclusions are provided. It is stated that this is in the Executive recommendations Summary but this has been blacked out. Buro Happold The information provided is detailed and provides a good overview o f the comment site. The review/conclusions from the previous report (PBA 2000) concur with the Buro Happold findings.

No source-pathway-receptor analysis has been identified and the report provided does not have any summary, conclusions or recommendations as they have been blacked out and only a single figure has been proved. Therefore the report can only be used as a qualitative source of data.

Report 3

Report title Phase I & II Environmental Risk Assessment (Ref.: 12040913 001/002) Author WSP Environmental Ltd Report date May 2006 Area covered Site wide Objectives WSP Environmental Ltd were commissioned by HSBC Specialist Fund Management to undertake a reconnaissance scale Phase I & II Environmental Risk Assessment. The principal purpose of undertaking the work was to review existing documentation and investigate areas that are potential sources of ground and groundwater contamination. Scope The scope of works incorporates the following: • Progression of three shell and auger holes to 10m bgl • Progression of 78 drive-in sample locations (window sampler) • The installation of monitoring wells • Chemical testing of soils • Two groundwater monitoring visits • A single gas monitoring visit

The scope of the investigation appears to be sufficient to understand the ground model of the site and any sources of contamination. However limited appendices are provided, with few chemical certificates and no exploratory hole logs. Background WSP have reviewed historical plans of the site and interviewed site staff (28 th April information 2006). At the time of the survey the site contained 16 buildings, three of which were included unoccupied. Hardstanding was present across most of the site, with the exception of the western and south-western areas where there is landscaping comprising grassland, scrubs and small trees (backfilled building areas). Two demolished buildings (Blocks O and C in south and north of the site respectively) were backfilled to surface level with building rubble. • The Rylands Brook is used to collect surface water. • Three air-raid shelters on site have been demolished and were back filled with their building rubble. • The site petrol station has been decommissioned and the underground tanks backfilled with hydrophobic foam. • A large basement in the western area of the site (beneath soft landscaping) is flooded (possible groundwater ingress). • A former effluent treatment facility is located around the area of Block F.

In addition to the above a review of historical mapping was undertaken, this is presented below.

The geology and hydrogeology is consistent with the previous reports. Site history The site history is consistent with the previous reports and is summarised as open space up to 1901 with a cricket ground in the north east of the site up to 1967. Then Nelson Cycle works from 1901 to 1921, Telephone works from 1921 to present. The surface water could is visible (running through site) from 1921 to 1967. Various new buildings and changes to the site layout are observed up to the 2000 mapping.

History of site is consistent with other reports that have been reviewed. Site sensitivity The site was considered to be of a moderate to high environmental sensitivity due to: • The underlying minor aquifer • The presence of on-site surface water features (culverts discharging into surface water) • The presence of nearby surface water features (Attenborough Nature Reserve and River Trent) • The presence of groundwater and surface water abstractions within a 1km radius of the site, for commercial applications

• The residential land uses within the surrounding area • The ecological sensitive nature of the surrounding area (Attenborough Nature Reserve and River Trent) • Areas of Unadopted Green Belt to the south and south west of the site.

Other A summary of the plausible pollutant linkages has been provided which has identified environmental various sources and contaminants across the site. The main receptors include site information users, maintenance and construction personnel, the alluvial sands and gravels of the minor aquifer, the culverted Rylands Brook, the Attenborough Nature Reserve and the River Trent. This was updated following the site investigation. Site investigation The site investigation was designed to provide information on ground and groundwater conditions at the site and provide specific information on potential contamination sources that have been identified.

The ground investigation was undertaken between the 5 th and 10 th May 2006. The following justification was used to target the locations:

Six groundwater monitoring wells were installed, three within the Shell and Auger locations and three within drive in sampler locations. The groundwater monitoring wells installed during the previous QTS investigation and by the Environment Agency were monitoring and selected wells sampled.

A range of metal, inorganic and organic (including VOCs) and asbestos (soils) and hardness (waters) were tested.

Radiological screening was conducted using a Mini-Rad 1000, no samples were found to display evidence of radioactivity.

The scope of the investigation and the justification behind chemical testing, targeting and investigation is generally suitable. The use of previous wells is justified. However no borehole logs and limited chemical results have been included from the results. Findings/ Results The ground conditions are summarised below: in report

Stratum Description Observed Thickness Depth to Top of Range (m) Strata (m bgl) Topsoil: Brown slightly sandy Clay / 0.15 – 0.3 GL slightly clayey fine to medium Sand with rootlets and grass cover Made Ground: Tarmac & Concrete 0.05 – 2.15 GL underlain by black / green / brown / grey brown ashy sandy gravel with varying proportions of concrete, brick, glass, metal, flint, clinker and limestone. Alluvium Clay: Grey/brown to 0.3 – 2.1 0.25 – 0.85 orange/brown and grey / green sandy Clay with occasional flint gravel. Locally grading into Silt. Alluvium Sand & Gravels: Brown to 2.9 – 3.7 1.3 – 3.7 orange / brown sandy flint Gravel / gravelly Sand, locally becoming clayey. Mercia Mudstone (Keuper Marl): ND 5.7 – 6.5 Weathered mudstone (clay) over week to moderately weak light grey mudstone.

More cohesive Made Ground was identified in the area known to be a former waste disposal ‘pit’, where the material were used to construct a clay base. The waste material included black ashy gravelly sand, clayey sand with clinker and black staining with variable proportions of brick and concrete.

Several areas refused on shallow below ground structures.

Groundwater was within the alluvial sand and gravel aquifer, which appears in continuity with local surface water bodies. The groundwater flow is to the south west in the general direction of the Attenborough Nature Reserve. However this appears to be locally impacted by the Rylands Book

Visual and olfactory evidence of contamination was recorded within the Made Ground across the site, this was typically black colouration, but occasionally included odours (sulphurous, hydrocarbon).

A single averaging zone was used for the statistical analysis of the site data. A total of 146 samples were analysis for a range of determinands.

All metals were below the mean value test for a commercial/ industrial use. Nickel, zinc and barium were above the residential with plant uptake screening criteria from the Made Ground and a single determinand, barium, was identified to have a Upper Bound Value greater than the residential threshold. Elevated concentrations of contaminants are identified within BH02 in the natural strata from natural strata.

All organic determinands were below the mean value test for commercial / industrial use. Benzo(a)pyrene, and aromatic TPH (C8-C16 and C16-C24) were present above the residential screening criteria Three samples of soil were collected for VOC analysis from the shallow Made Ground (<1m bgl), a majority of VOCs were below the detection limit however 2 samples exceeded the screening concentration for trichloroethene (TCE) for a residential with plant uptake criteria. Some locations of deeper Made Ground (DS45, DS46) identified elevated PAHs and VOCs.

Forty soil samples were scheduled for an asbestos screen. Six samples of suspected bulk asbestos were scheduled for identification. Three samples of bulk asbestos were identified

That the various lithology’s that have been identified during the site investigation should be individual populations that should be assessed separately. Of concern is the former waste pit and the areas in the vicinity of the underground storage tanks. These are significant sources, which should have been subject to particular assessment. The radiological assessment did not identify any radio-active material.

Groundwater was screened against Environmental Quality Standards, Drinking Water Standards and World Health Organisation Standards. Elevated concentrations of Ammonium, Selenium and some organic compound were detected. It was also noted that the maximum concentration of TPH in DS49 was in excess of the residual saturation concentration.

No chemical certificates or observations of the groundwater have been provided.

A single visit was conducted to monitor gas on the 17 th May 2006. All concentrations were above the CIRIA 149 gas regimes and the site was classed as Categorisation 3.

The ground gas monitoring was only conducted once and does not provide a robust overview of the site. The guidance has since been updated and based on the single visit the site would be classified as CS1.

No borehole logs have been provided and only some chemical data is presented. Conclusions and The report concludes that the site does not pose a risk to current commercial / recommendations industrial site users. If the site were to be redeveloped for residential use then there is a potential risk to end users from Barium, nickel, zinc, benzo(a)pyrene, TPH and VOCs. Additional ground gas monitoring is recommended if the site is redeveloped.

Concentrations above screening values were detected for ammonium, selenium, TP and VOCs, with the highest concentrations of VOCs adjacent to the nature reserve.

It is recommended within the report that if redevelopment is considered then further site investigation works would be required with remedial works for garden areas [residential end use].

Further investigation of the groundwater body is recommended, including installation of additional wells on the boundary, installation of site wide monitoring wells, sampling of all existing and proposed locations and the levelling in of installations and the water level within the culverted brook. Buro Happold The investigation conducted by WSP has drilled and installed many locations comment over the site. However no borehole logs and only some chemical certificates have been provided. A single gas monitoring visit has been undertaken.

The various lithology found across the site have been described in tabular form, however no plan or proposal to delineate these areas has been provided. The

backfilled pit and former air raid shelters are examples of areas that would require delineation.

Some contamination has been identified within the Made Ground however the statistical analysis is not appropriate for the targeted investigation that has been conducted. The statistics do not take into account the variations of Made Ground across the site, which should/could be treated as different populations. By assessing the different populations it may be possible to delineate/target areas of potential contamination. Without the full chemical dataset and borehole logs this is not possible to at present.

.

Report 4

Re port title Ground Investigation Report, Project Basil. (J06242) Author Geotechnical and Environmental Associates (GEA) Report date November 2006 Area covered North of the site – Block 1E Objectives Investigation in the area of Block 1E for the construction of 5 new blocks. The purpose of the investigation is to identify ground conditions, assess the extent of any contamination and provide information with the design of any foundations. Buro Happold are not providing any further comment with regard to the geotechnical considerations of the report. Scope Progress three cable percussive boreholes to a maximum depth of 10.8m Progress five shallow boreholes by opendrive percussive sampler (window sampler) Chemical testing of soil samples (metals, TPH, PAH, cyanide, phenols with some SVOC and VOCs)

Page 2 of the report is missing detailing the previous investigations (as are pages 4, 6 and 8). Background No background information has been provided (possibly on missing pages of information report). included Site history The site in question [subject site] has historically been used as a storage area for the above [telephone manufacture] and the current site use is as a canteen, car park and bowling green. Site sensitivity On the basis of the above it is considered that there is a moderate risk of contamination beneath the site as a result of both former and current activities as well as those on the neighbouring site to the south west. Other No other information is provided. environmental information Site investigation Three cable percussive boreholes up to 10.8m Five shallow boreholes up to 4.0m Soil sampling

Findings/ Results Pages 2, 4, 6 and 8 are missing from the report. in report A tabular summary of the data is presented. The number of samples appears limited, and the analytical suite has used basic parameters. No significantly elevated concentrations of any determinands (except copper) were identified.

The ground conditions and groundwater details appear to be missing from the report. However the borehole logs have been presented which show Made Ground up to 1.20m below ground level, underlain by alluvium with Mudstone from 5.7m bgl and 7.7m bgl. Conclusions and No elevated concentrations of contaminants were identified and no remedial recommendations measures are required.

Based on previous results [assumed WSP investigation] it is recommended that a watching brief in undertaken during any works and further investigation should be carried out if suspicious substances are encountered. Buro Happold Seven additional samples have been taken from the shallow soils at the site. comment These have not identified any concentrations above commercial screening thresholds.

No additional groundwater samples have been taken.

The recommendations for the area of development are suitable, however the report does not assess the liability associated with any groundwater contamination. It is noted that elevated (above detection limit) VOCs, including TCE have been identified in the shallow soils (up to 0.25m bgl). No PID readings or deeper sampling has been conducted, and VOCs have only been tested in two samples.

Report 5

Report title AIG Factual Site Investigation Report (Ref.: 100260/SI/R001/01) Author AIG Report date January 2007 (letter) / November 2006 (factual report) Area covered Site wide Objectives The factual report objectives are to assess the likely ground conditions at the site; assess potential ground contamination sources in the vicinity of the site; provide greater delineation of soil and groundwater impacts in order to allow a subsequent Remediation Method Statement to be generated.

No interpretation or recommendations are provided in this report as they are to be included within the Remediation Method Statement.

No remediation method statements have been received for review. Scope • Drilling 17 drive in sampler (window sampler) boreholes • Drilling 6 light cable percussion boreholes (shell and auger) • Monitoring of soil gas and groundwater • Chemical analysis of selected soil and groundwater samples Background No information is provided, however the previous WSP report is referenced. information included Site history Site was initially cycle works 1901 – 1921 and subsequently a telephone works from the 1920s. The site is not used as offices and light industrial zones. Site sensitivity No comment made on site sensitivity , however it is noted that groundwater resources (Attenborough Reserve, River Trent and abstraction borehole) are located on or in the vicinity of the site. Other No other environmental information is provided. environmental information Site investigation 6 Cable percussion boreholes up to 7.7m bgl, 17 dynamic percussive up to 5.0m bgl. Falling head tests (BH301, BH304 and BH306). Chemical testing of soil samples (metals, PAH, VOC, PCB, phenol and TPH). Surface water samples from SW1 (south of site – Attenborough Reserve) and groundwater samples from BH3 (Quest), BH301, BH302, BH303, BH304, BH305 and BH306). Soil gas and monitoring on the 6 th October 2006. Findings/ Results The ground conditions were consistent with previous investigations, namely; Made in report Ground <3m, Clay alluvium 0-2m thickness, sand and gravel 3-6m in thickness; Mercia Mudstone.

Only half the borehole logs have been provided (assumed double sided original copied single sided) and the plan is folded over (copying issue). Therefore the thicknesses of the geology and the variations of lithology with geography cannot be determined.

The chemical data is incomplete and only half the data is provided (copying issue). Soils are generally below commercial end use. Slight TPH and VOC in groundwater. Conclusions and No conclusions or recommendations provided in factual report. Covering letter recommendations comments that during construction the use of appropriate PPE and control measures should enable them to be effectively managed.

Buro Happold The report is incomplete with no plan and only some logs and chemical data comment presented. It is stated that proposed remediation activities will be agreed with the Environment Agency and Local Authority. However no correspondence relating to this has been provided. The report has identified slight TPH and VOC in groundwater, but given the incomplete data it is not possible to locate this or quantitatively assess it.

Report 6

Report title Ground Conditions Environmental Summary Report Author Mason Navarro Report date July 2007 Area covered Building 101 (north of site) Objectives No objectives or scope listed Scope No objectives or scope listed Background Report refers and presents data from WSP, AIG and GEA reports. information included Site history No review of site history Site sensitivity No review of site sensitivity Other No other information environmental information Site investigation No additional investigation conducted Findings/ Results The three environmental surveys undertaken show the subsoil around building 10.1 in report – 10.4 have concentrations of contaminants below the threshold levels for residential buildings with plant uptake.

No summary of data or what the threshold concentrations are have been provided. In addition it does not appear that all the information provided for the site has been reviewed. For example the AIG BH12 only refers to water samples, no soil, although only soil is referenced in the text and only some WSP borehole results are presented. Conclusions and N/A recommendations Buro Happold The report presents data from previous reports and does not provide any comment additional information or interpretation of the results.

Report 7

Report title Flood Risk Assessment Author Atkins Report date Final report dated May 2008 Area covered North of site Objectives Atkins were commissioned to provide a flood risk assessment for the Beeston Business Park site Scope To identify and quantify the possible sources of flood risk to the site Demonstrate that the risk on site can be managed To outline possible approaches to mitigating flood risk on site

The scope for a flood risk assessment does not directly provide information concerning contaminated land. Background No relevant information is included information included Site history The site was flooded in 1947. Following this flooding Nottingham constructed flood defences along the River Trent during the 1950s. No other relevant information is included. Site sensitivity No relevant information is included Other No relevant information is included environmental information Site investigation No relevant information is included Findings/ Results No relevant information is included in report Conclusions and No relevant information is included recommendations Buro Happold No relevant information is included comment

Report 8

Report title Verification Report for Ground Contamination Treatment Works Author Provectus Report date June 2009 Area covered Site wide assessment – treatment in localised areas Objectives As required by the agreed Remediation Options Appraisal and the Remediation Method Statement report, the Verification Report provides documentation of the works conducted and details compliment against the remediation objectives. No Remediation Method Statement or Remediation Options Appraisal has been made available for review. Scope The main objectives [scope] of the report are to provide evidence that voluntary site betterment works in relation to soil and groundwater contamination undertaken by AIGE (Provectus) were implemented in accordance with the agreed strategy and to produce suitable documentation relating to the validation works for approval by the Regulatory Authorities.

The validation report was for the use of RegenOx for Aliphatic C6-C8 hydrocarbons and Hydrogen Release Compound (HRC) for the treatment of Chlorinated Solvents (Vinyl Chloride). Background The remedial targets were identified through discussions with the Environment Agency and information Broxtowe Borough Council. The human health was localised to DS411 (vinyl chloride). The included controlled water targets were agreed as per the table below:

The north of the site was treated using HRC for soil remediation. The west and south west areas were treated using HRC for groundwater remediation and the south area was treated using RegenOx (Oxygen release compound) for groundwater treatment.

Site history A summary of previous reports is provide d. Site sensitivity A summary of previous reports is provided. Other A summary of previous reports is provided. environmental information Site investigation Base injection was used for all zones. This was chosen due to the geology of the site. A sacrificial cone was used and driven the full depth of the plume. The chemical being used is then pumped down the rods as they are retracted, saturating the entire plume with chemical treatment. This was conducted on a 2m grid. Following the treatment a verification program was undertaken. This used a drive in sampler for soil samples and ground water monitoring.

Verification concluded that the compliance of each of the zones against remedial targets. Findings/ Results See above. in report Conclusions and See above recommendations Buro Happold Only a plan detailing the areas/zones of treatment. No chemical appendices have comment been provided. The text of the report is identifies that remediation has been successful. However without the chemical certificates or correspondence from the regulators it is not possible to verify this.

Report 9

Report title Letter – Project Basil, Beeston Author Alex Chambers – Environment Agency Report date 27 th August 2009 Area covered Unknown Objectives Confirmation that manganese has reached target thresholds Scope N/A Background N/A information included Site history N/A Site sensitivity N/A Other N/A environmental information Site investigation N/A Findings/ Results The P20 assessment found that an onsite manganese level of 1.81 mg/l would in report result in water reaching the nearby SSSI compliance point with a concentration that meets the Drinking Water Standard of 0.05 mg/l. Samples taken on site on 28th July 2009 were found to contain concentrations of manganese of 0.85 mg/l and 1.5 mg/l in boreholes 302 and 303 respectively. This monitoring shows that the site has met the remedial targets set for manganese. Previous reports identified that groundwater remediation for the contaminants of concern has been completed successfully, meeting the agreed standards. Conclusions and N/A recommendations Buro Happold Buro Happold were unaware that manganese was of concern at the site. No comment other reports refer to manganese. This is the only confirmation letter for the validation works, but does not refer to the other reported contamination at the site.

Report 10

Report title Beeston Business Park, Constraints Assessment Author Rodgers Leask Report date June 2013 Area covered Site wide Objectives Rodgers Leask Ltd were commissioned by PlanIT to undertake an assessment of the constraints associated with flooding, ground, traffic and utilities that will affect the future development of the Beeston Business Park Scope Review of existing data. Background The report reviews the WSP, Environ and PBA reports. The WSP report (2006) is information the latest report [that was reviewed] and has therefore was used for this included assessment. The report did not include the factual information within appendices, hence only the text can be used. It should also be appreciated that the report is an environmental assessment and therefore did not consider geotechnical issues. Site history Industrial use for 100 years, mainly for telecommunications manufacturing. Former plating process and effluent treatment plant existed in area around Block F. Identified features include underground fuel tanks (removed), maintenance and repair garage (redundant), air raid shelters (demolished, backfilled with their rubble, now beneath car parking in NW), above ground oil storage tanks (demolished), boiler house (demolished but underground pipework remains), a waste disposal 'pit' (clay lined in central SW now car parking) and demolished buildings. Below ground structures are likely to remain and will require removal. A large basement in west of site beneath current landscaping is believed to be flooded. During WWII, site manufactured munitions for bomb sites, radio and radar, however to best of knowledge not involved in manufacture of weaponry or explosive munitions. Site sensitivity Made ground, alluvium and Mercia Mudstone. Groundwater at shallow depth (1.85m - 3.0m bgl). Visual and olfactory evidence identified in made ground in many locations in the form of black colouration.

Alluvium and Mercia Mudstone – minor [secondary] aquifer. Site not in a Source Protection Zone. Groundwater abstraction license registered to the site for process water.

Culverted Rylands Brook - used to collect surface water run off directed via petrol interceptors into the River Trent. River Erewash - 63m north. River Trent - 585m south of the site. 3 No surface water abstractions within 1km.

Attenborough Nature Reserve adjacent to the southwest of the site. Other N/A environmental information Site investigation The report reviewed previous information. It was concluded that there was no significant risk for a commercial end use. Barium, nickel, zinc, benzo(a)pyrene, TPH and VOC all potential issues for residential end use. 40 No samples screened for asbestos - the [WSP] report does not conclude whether asbestos was identified. 6 bulk samples tests - 3 No identified asbestos - 3 types identified - not quantified. Re-assessment of data for residential use by RLE to current standards indicates: • Marginally elevated copper • zinc hotspot in natural ground at BHW2 • Elevated benzo(a)pyrene • Some high TPH concentrations, however banding prevents comparison with current criteria • 2 No samples exceed criteria for TCE.

• 3 from 6 samples identified 3 types of asbestos. 1 No soil sample potential risk to groundwater due to TPH above soil saturation limit. Groundwater has been impacted by ammonium, selenium, VOC and TPH contamination, several potential sources identified. Highest levels of VOC directly adjacent to SSSI. Concentrations do not indicate free phase. Potential risk to Attenborough Nature Reserve identified. Findings/ Results Human Health - Remediation likely to be restricted to proposed gardens and in report landscaped areas. RLE consider some hotspot treatment of fuels/hydrocarbons, followed by capping comprising granular break underlying 600mm stone required. Asbestos of concern - if this is widespread in made ground, this could have serious implications for movements of material etc and require 1m clean capping. RLE consider special control measures for contractor and monitoring for adjacent areas likely to be needed.

Controlled Waters - Dissolved phase and potential free phase required further investigation and assessment to determine need for remediation. Remediation options not given as deemed premature – potential requirements include localised source removal, groundwater treatment and possible monitored natural attenuation. Conclusions and Further site investigation works, testing and assessment will be required to confirm recommendations the risk to human health if a residential end use is proposed. Testing for speciated TPH and asbestos (including quantification) will also be required. A Groundwater Quantitative Risk Assessment (QRA) will be required to assess risks to Controlled Waters along with additional groundwater wells and monitoring. Additional gas monitoring will be required (6 visits minimum). Further data on ground conditions/groundwater will be required to assess suitable foundation and drainage options. Buro Happold The report provides a summary of the previous works. It is noted that less comment data has been provided to Rodgers Leask, however the data that has been provided is of similar quality, e.g. missing the factual data. The conclusion from the review are similar to Buro Happold conclusions, including the recommendation for further investigation at the site.

Ambiente International LLP Beeston Business Park, Nottinghamshire NG9 1LA, UK M7 Real Estate LLP

6. HISTORICAL USE / SITE LAYOUT PLANS

Confidential Appendices 11/10/2013