Serlby Park Academy Geo-Environmental Desk Study

Serlby Park Academy

Geo-Environmental Desk Study

November 2013

Jacobs UK Limited

Tel: 0121 700 1250 Fax: 0121 700 1251

Registered Office: 1180 Eskdale Road, Winnersh, Wokingham, RG41 5TU, UK Registered in England and Wales No. 2594504 For Data Protection

For Data Protection

Contents

1 Introduction 1 1.1 Scope and Purpose 1 1.2 Site Location 1 1.3 Site Description 1 1.4 Proposed Development 2 1.5 Local Authority Consultation 2

2 Historical Land Use 3 2.1 Historical Mapping 3 2.2 Summary of Site History 4 2.3 Historical Land Use Information Received from Local Authority Consultation 5

3 Ground Conditions 6 3.1 Geology 6 3.1.1 Made Ground 6 3.1.2 Superficial Deposits 6 3.1.3 Solid Geology 6 3.1.4 Geological Faults 6 3.2 Mining, Quarrying and Mineral Resources 6 3.3 Previous Investigations 7 3.4 Summary of Ground Conditions 7

4 Environmental Setting and Sensitivity 8 4.1 Potential Sources of Contamination 8 4.1.1 Made Ground 8 4.1.2 Historical Land Uses 8 4.1.3 Contemporary Land Uses 8 4.1.4 Waste Management Sites and Landfill Gas 8 4.1.5 Radon 9 4.1.6 Pollution Prevention and Control Authorisations 9 4.1.7 Discharges to Sewer or Surface Water 9 4.1.8 Pollution Incidents 9 4.1.9 Contaminated Land 9 4.1.10 Unexploded Ordnance (UXO) 9 4.2 Potential Receptors 10 4.2.1 Hydrology 10 4.2.2 Hydrogeology 10 4.2.3 Designated Environmentally Sensitive Sites 11

5 Preliminary Risk Assessment 12 5.1 Classification of Risk 12 5.2 Geotechnical Risk Assessment 13 5.3 Contamination Risk Assessment 14 5.3.1 Legislative Background 14

6 Conclusions and Recommendations 19

6.1 Summary of Preliminary Risk Assessments 19 6.1.1 Geotechnical Risk Assessment 19 6.1.2 Land Contamination Risk Assessment 19 6.1.3 Unexploded Ordnance 20 6.1.4 Recommendations 20

7 Limitations 22

References 23

Drawings 7-1

Appendix A GroundSure Report 7-2

Appendix B Unexploded Ordnance Risk Mapping 7-3

Appendix C Local Authority Consultation Response 7-4

Tables Table 2-A Site History 4 Table 5-A Estimation of Risk 12 Table 5-B Risk Description 12 Table 5-C Preliminary Geotechnical Risk Assessment 14 Table 5-D Preliminary Contamination Risk Assessment – Controlled Waters 16 Table 5-E Preliminary Contamination Risk Assessment – Human Health 17 Table 5-F Preliminary Contamination Risk Assessment – Buildings and Infrastructure 18

1 Introduction

1.1 Scope and Purpose

Jacobs has been commissioned by The Education Funding Agency (EFA) to produce a desk study that identifies potential geotechnical and land contamination constraints to the redevelopment of Serlby Park Academy secondary phase site, Bircotes.

The findings and opinions conveyed via this report are based on information obtained from a variety of sources which Jacobs believe is reliable. Nevertheless, Jacobs cannot and does not guarantee the authenticity or reliability of the information. No attempt has been made to verify independently any data collected by others from other sources. In order to compile this report the following documents have been reviewed:

• GroundSure Map Insight, Geo Insight and Enviro Insight for Serlby Park Community School, Whitehouse Road, Bircotes, Doncaster, DN11 8EF. dated 30th August 2013; • Environment Agency ‘What’s In Your Backyard’ Online Mapping (www.environment-agency.gov.uk/wiyby)(accessed September 2013); • Google Maps (http://maps.google.co.uk) aerial photography (September 2013); • British Geological Survey (September 2013) Geoindex website (http://www.bgs.ac.uk/GeoIndex); and • Zetica (undated) Regional Unexploded Bomb Risk Map, Nottinghamshire.

A Preliminary Risk Assessment of the potential land contamination constraints to the development has been completed in accordance with the best practice guidance presented within the Environment Agency (2004) Contaminated Land Report (CLR) 11: Model Procedures for the Management of Land Contamination.

1.2 Site Location

Serlby Park Academy is located in Bircotes, Doncaster approximately 12km south- south-east of Doncaster Town Centre. The site measures approximately 11.6ha in area and is centred on approximate Grid Reference 463040,392151. The site address is: Whitehouse Road, Bircotes, Doncaster, DN11 8EF.

Drawing SERLBY/001 provides an outline of the existing site layout.

1.3 Site Description

A site walkover has not been carried out for the purpose of this report. Recent aerial photography and the existing site plans have been used to describe the current site layout.

The existing Serlby Park Academy buildings and associated structures are located in the south of the site, together with two hardstanding areas marked out as tennis

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courts, a hardstanding football pitch and three car parks. Bircotes Leisure Centre is located in the south west of the site.

The north east portion of the site comprises grassed sports pitches with the remaining north western portion of the site comprising open undeveloped land.

The site is bounded to the north by Tickhill Road (A631) and Swinnow Wood which leads to Plumtree Farm Industrial Estate to the north east of the site. The areas to the south and east are predominantly residential areas with open land. St Patrick’s Catholic Primary School is also located to the south. A park and Plumtree Caravan Site are located at the site’s western boundary, beyond which are further residential areas.

1.4 Proposed Development

The proposed development (Option 5) is understood to comprise the following:

• Demolition of the existing main school building including the gas meter building and retention of the existing plant room, hardstanding areas, car parks , playing fields, leisure centre and MUGA; • Construction of a new 3-storey “superblock” secondary school building immediately north of the existing school building partially over the footprint of the existing eastern sports pitches; and • Construction of a new 1 and 2-storey sports hall immediately west of the new 3-storey “superblock”.

The size, type, orientation and location of the building could be subject to change. The proposed development options are outlined on drawing SERLBY/002.5 Rev 0.

1.5 Local Authority Consultation

The Pollution Prevention Officer from Bassetlaw District Council, North Nottinghamshire was contacted by Jacobs on 3rd October 2013 to enquire whether the Council holds information relevant to the site relating to:

• Contaminated land issues / designations; • Historical land uses / general knowledge of the area; • Pollution incidents; • Water abstractions; • Ground gas and aggressive ground issues; • Historical and recorded landfills and other waste management facilities; • Environmentally sensitive sites; • Any other issues relevant to the environmental setting.

Information received from the Council (Appendix C) indicates that the site has not been identified as “Contaminated Land” under Part 2A and there are no records of the above listed sites within 250m of the site and 1km for water abstractions. A significant pollution incident was, however, noted at a factory within Plumtree Industrial Estate in 2010.

Where relevant, the information received from the Pollution Prevention officer has been discussed in Sections 2 and 4 of this report.

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2 Historical Land Use

2.1 Historical Mapping

The historical land use within 500m of the site has been determined by review of historical maps supplied by GroundSure within Appendix A.

Date Scale Site Description 1885 1:10,560 The site is undeveloped open field surrounded by various woodlands, farms and plantations. The northern section of the site is bounded by Swinnow Wood, to the south west by Snipe Park Wood from which a small watercourse flows away from the site towards the south west. The site is bordered to the immediate east by Plumtree Farm with a number of pumps shown around the farm. To the north east, a well is noted adjacent to a lodge approximately 200m from the site. Another well is shown to the east adjacent to Plumtree Cottages approximately 400m from the site. Old sand pits and gravel pits are located at 650m south west. Brick / tile works at 1km south west. 1886 1:2,500 No obvious change. 1891 1:10,560 No obvious change.

1893 1:2,500 No obvious change.

1897 - 1898 1:10,560 No obvious change. 1899 1:2,500 No obvious change. 1901 1:10,560 No obvious change. 1902 1:2,500 No obvious change. 1921 - 1922 1:2,500 No obvious change on-site. Harworth main colliery is located at 800m & south west with a connecting railway line running to the east. An 1:10,560 additional gravel pit is located 660m south.

1928 1:10,560 No obvious change. 1938 1:10,560 No significant changes on site. The Harworth Main Colliery has expanded further south with additional buildings now shown. There are new developments of residential properties within 50m of the site extending to about 500m to the south and west. The gravel pit located 660m south is no longer evident. Brick / tile works are no longer evident. 1948 1:10,560 In the south west of the site, a number of small rectangular structures and a circular structure are shown. These are shown on the later 1953 map as being part of a Sewage Works. In the north east of the site, a number of structures/buildings are evident with associated connecting tracks to the sewage works. Land previously used for brick/tile works and sand pit shown as worked ground. Expansion of the Harworth Colliery continues towards the south west with a number of tanks shown in the south. Residential properties are now also shown to the immediate north west of the site. 1953 1:10,560 The sewage works are now shown as disused. The buildings and structures previously located in the north east of the site are no longer present. The Harworth Colliery continues to expand with several chimneys and a reservoir visible on the plan. 1961 1:2,500 The North Border County Secondary School building is now constructed on the south east section of the site, with tennis courts and a playing field occupying the remainder of the eastern half of the site. The disused Sewage Works are not shown. The rest of the site remains undeveloped. A tank is located at 80m east (immediately north of Plumtree Farm). 1965 - 1969 1:2,500 No obvious change (however noted that the disused Sewage Works reappears on this plan). Plum Tree caravan park is located on the north western boundary of the site

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Date Scale Site Description 1967 1:10,560 The school has been expanded with a new building added in the south east of the site. The area of residential development to the south west has been expanded. The old gravel pit located to the south east of the site is no longer evident. Land previously used for brick/tile works and sand pit now shown as refuse tip with ponds and has been partially absorbed by the extensive spoil tip associated with the Harworth Colliery. 1980-1985 1:2,500 A sports centre has been built on the site to the west of the school buildings. Additional tennis courts are also shown adjacent to the sports centre. The playing fields have been extended and occupy the remainder of the site. Structures associated with the disused sewage works are still shown in the south west of the site. 1982 1:10,000 No obvious change on site. The spoil tips at the Harworth Colliery have expanded but are now shown as disused. 1984-1989 1:2,500 The buildings associated with the former sewage works have been demolished. The tank located just north of Plumtree Farm is no longer present. 1995 1:2,500 No obvious change on the site. To the west of the site, an industrial estate has been built (Plumtree Farm Industrial Estate) with a number of units and a tank shown approximately 150m from site. 2002 1:2,500 The school on the site has been renamed as Serlby Park Academy. The & Colliery railway has been dismantled, although the Colliery is still shown 1:10,000 on the plans. There are some surface water features shown within the spoil tip and former brick works site 2012 1:2,500 No obvious change. & 1:10,000 Table 2-A Site History

2.2 Summary of Site History

The main changes in land use at the site are detailed below:

• The earliest historical map of the study area (1885) indicates that the site was undeveloped agricultural land until 1948 when a Sewage Works was constructed in the south west corner of the site which was noted as disused from 1953 and the structures were finally demolished/ removed in the 1990s. Unknown buildings/ structures were noted within the north east of the site on the 1948 mapping only. • The existing school building was first developed in 1961 on the south east section of the site and was extended around 1967. • A Sports Centre was added to the site in the 1980s and the playing fields extended to fully occupy the entire site.

The main changes in land use in the surrounding environs are detailed below:

• The majority of the surrounding areas were undeveloped woodlands, farms and plantations until residential areas began to be developed to the south and west during the late 1940s. • Harworth Colliery (mining site) was first shown on the map, approximately 800m south of the site in 1921 – 1922 which was progressively expanded to the south and south west and created an extensive spoil tip. The colliery and tip still remains to the present day with a number of water features shown within the tip itself.

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• Housing developments including a caravan park were constructed to the north-west. • The area to the north-east was developed into an Industrial Estate during the 1990s. • A brick works with associated pits was present approximately 1km southwest of the site which over time became disused and was incorporated into the colliery site. Ponds are still shown within the areas of the former pits. • Several historical sand and gravel pits (now infilled) located within 660m of the site. • The remainder of the surrounding area to the north of the site is largely undeveloped.

Following the review of the site history, it is considered that potential geo- environmental constraints to development from on-site sources could include:

• Potential presence of ground contamination associated with the historical Sewage Works on site; • Potential presence of Made Ground associated with the school development; • Potential for asbestos to be present due to the demolition of previous structures present on the site; and • Potential presence of ground contamination associated with possible storage of hazardous substances such as heating oils by the school.

Following the review of the site history, it is considered that the following potential constraints from off-site sources should be considered:

• Potential impact of the Harworth Colliery (mining site) located 800m south east on the ground conditions at the site; • Potential migration of contaminants from off-site sources at the Plumtree Farm Industrial Estate located at approximately 150m east with associated historical tank of unknown content and historical infilled sand and gravel pits and refuse tips. • Potential ground and groundwater contamination with pesticides and herbicides associated with the historical agricultural use of the local area.

2.3 Historical Land Use Information Received from Local Authority Consultation

Information received from the Pollution Prevention Officer of Bassetlaw District Council, (Appendix C) indicates that a fuel tank was located on site and the site was subjected to long agricultural use including the use of pesticides and herbicides on site.

They also stated that two pollution incidents occurred at a premises located within the Plumtree Farm Industrial Estate (located approximately 150m east of the site). The first was noted as a significant pollution incident involving the spillage of 60,000 litres of solvents into surrounding fields and land drain located at approximately 300m east of the site which occurred in February 2010. This is reported to be under investigation by the EA). The second incident was a large fire at the same premises noted to have occurred in 2011 (but suspected as being 2010 from online reviews) which subsequently resulted in the re-building of the premises.

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3 Ground Conditions

3.1 Geology

The geological setting of the site has been determined with reference to British Geological Survey (BGS) geological map, Sheet SK 69 SW, 1:10,560, Yorkshire – Nottinghamshire, Solid & Drift, the GroundSure Geo Insight report and information available from the Coal Authority and the Environment Agency website.

3.1.1 Made Ground

There is the potential for a relatively thin layer of made ground to be present at the site associated with the school development. In addition, deeper areas could be locally present in the vicinity of the former sewage works.

3.1.2 Superficial Deposits

The BGS mapping indicates that the site is underlain by Glacial Till which is noted to be sandy till under the majority of the site, with the exception of the south western corner which is recorded just as till. An area which does not record the presence of any superficial deposits is shown separating these two deposits of till.

3.1.3 Solid Geology

According to BGS geological maps, the site is underlain by Nottingham Castle Sandstone Formation, which overlies Coal Measures Stratum.

Geological mapping shows the Barnsley Coal Seam some 807m bgl beneath the site.

3.1.4 Geological Faults

BGS mapping shows two underground faults in the Barnsley Coal Seam running southwest approximately 50m from the centre of the western boundary of the site, and northeast from the north eastern corner of the site respectively. No surface faults are shown.

3.2 Mining, Quarrying and Mineral Resources

Research shows that the site is within or near a known coal mining affected area as defined by the Coal Authority. A Coal Authority Mining Report was obtained for the site. The key points of the mining report are as follows:

• The site is in the likely zone of influence from workings in 2 seams of coal at 830m to 930m depth, last worked in 1984. • There are no known mineshafts recorded on or within 20m of the sites boundary.

The GroundSure Environmental Insight reports list evidence of one historical surface ground working features on site. This is identified as a disused sewage works. The

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report indicated no evidence of historical underground workings or current ground workings within 500m of the site boundary.

3.3 Previous Investigations

A review of the BGS Geo-Records database indicates the presence of one historical borehole log (SK69SW61) within the site boundary. This records soil from ground level to 0.6m below ground level (bgl), underlain by superficial deposits comprising sandy boulder clay (till) and glacial channel deposits to 11.7m bgl underlain by Sandstone bedrock (base not proven). Groundwater was encountered at 11.9m bgl in the Sandstone.

3.4 Summary of Ground Conditions

The ground conditions relevant to the proposed development beneath the site, based upon available geological mapping and previous investigations, are likely to be: • Made Ground at varying thicknesses • Glacial deposits • Nottingham Castle Sandstone Formation • Coal Measures Strata

The site geology and ground conditions have been used to inform the preliminary geotechnical and contamination risk assessments in Section 5.

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4 Environmental Setting and Sensitivity

4.1 Potential Sources of Contamination

The obtained GroundSure Reports have been used to complete this section unless otherwise stated.

4.1.1 Made Ground

There are no records of any Made Ground deposits on the site. However, there is the potential for a relatively thin layer of made ground to be present associated with the school development. In addition, locally deeper areas could be present in the vicinity of the former sewage works.

4.1.2 Historical Land Uses

The potentially contaminative historical land uses identified include; • Decommissioned sewage works in the west of the site and structures/ buildings in the north of the site; • Potential importation of made ground during development of the existing school building (1961); and • Historical agricultural land use of the site and surrounding areas.

The identified land uses in the wider region (see Section 2.2) including the Harworth Colliery, brickworks and infilled gravel pits to the south and the Industrial Estate to the east are relatively distant from the site. The potential for any contamination associated with these land uses to have significantly impacted upon the site is considered to be relatively low.

4.1.3 Contemporary Land Uses

The school may store heating oils, which could be a potential source of contamination at the site.

Current land uses within 250m of the site include:

• A tank associated with Plumtree Farm (20m); • Five electricity substations (150-250m); • Various industrial premises within Plumtree Farm Industrial Estate (circa 150m) including, a vehicle repair, testing and servicing centre; food and beverage industries; engineering related industries; and a solvent distribution and waste treatment site.

There are no fuel station entries within 500m of the site.

4.1.4 Waste Management Sites and Landfill Gas

There are no current or historic landfill sites recorded within 500m of the site.

There is one EA licensed waste treatment facility located approximately 300m east of the site within Plumtree Farm Industrial Estate (special waste transfer). This was 8

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the site of the pollution incident and fire noted in correspondence from the Pollution Control Officer.

An operational Waste Transfer Station is noted to be 250m east of the site. A second Waste Transfer Station is also noted 250m north east of the site within the Industrial Estate although this is noted to now be exempt from Licencing.

4.1.5 Radon

The site is located in an area where less than 1% of properties are considered by the Health Protection Agency to be above the action level.

No protective measures, according to BR211 (Radon – Guidance on Protective Measures for new buildings) are required in this area.

4.1.6 Pollution Prevention and Control Authorisations

There are no records of active pollution prevention or authorised processes within 500m of the site boundary.

4.1.7 Discharges to Sewer or Surface Water

There are two recorded discharge consents within 500m of the site at 350m north east of the site both associated with the Plumtree Farm Water Pumping Station. The discharge consents are for sewage discharge into a local ditch which is a tributary of the River Idle.

4.1.8 Pollution Incidents

No pollution incidents are recorded within 250m of the site. However, the response from the Pollution Control Officer indicates that there have been two recently recorded pollution incidents (2010 - 2011) at a premises within the Plumtree Farm Industrial Estate involving the spillage of 60,000 litres of solvents in surrounding areas followed at a later date, by a large fire in a separate incident at the same site.

4.1.9 Contaminated Land

There are no designations as a contaminated land area under the Part IIA of the Environmental Protection Act of 1990 within 500m of the site.

4.1.10 Unexploded Ordnance (UXO)

The site lies within an area considered to be at low risk of encountering unexploded bombs (Appendix C). These areas are described to be those that show a bomb density of up to 10 bombs per 1000 acres.

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4.2 Potential Receptors

4.2.1 Hydrology

(a) Surface Watercourses

There are no surface watercourses on site. However, a drain is located 40m north east of the site.

The River Ryton is located approximately 1.4km south east of the site at its nearest point.

(b) Surface Water Quality

The River Ryton has been assessed to be of good chemical and ecological quality (at Oldcotes Dyke approximately 3km east of the site in 2009).

There are no surface water abstractions on site and within 1km.

(d) Flood Risk

The site does not lie within 250m of a designated 1 in 1000 year Zone 2 floodplain, as defined by the Environment Agency.

However, there is a British Geological Society (BGS) groundwater flooding susceptibility area within 50m of the boundary of the site. The susceptibility of this area is described as very low.

4.2.2 Hydrogeology

(a) Superficial Deposits

The glacial till deposits underlying the majority of the site are classified by the EA (2013) as a Secondary B aquifer. These are described as predominantly lower permeability layers which may store / yield limited amounts of groundwater due to localised features such as fissures. These are generally the water-bearing parts of the former non-aquifers.

The glacial till deposits underlying the south western corner of the site are classified by the EA (2013) as Unproductive Strata on the basis of the materials being of low permeability and with any groundwater contained within the deposits being of negligible significance for water supply or river base flow.

(b) Bedrock

The sandstone bedrock (Nottingham Castle Sandstone Formation)underlying the site is classified by the EA (2013) as a Principal Aquifer on the basis of the bedrock comprising of layers of predominantly high permeability which usually provide a high level of water storage and may support water supply on a strategic level. The bedrock is generally present below the glacial till with the exception of an area

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where superficial deposits are shown to be absent and bedrock will therefore be exposed close to ground level.

The site is located in Zone 3 (total catchment) SPZ, defined as the area around a source within which all groundwater recharge is presumed to be discharged at the source.

(d) Groundwater Abstractions

There are no groundwater abstractions on site and within 1km of the site.

4.2.3 Designated Environmentally Sensitive Sites

No relevant designated environmental sites are recorded within 1km of the site.

The site is located within a Nitrate Vulnerable Zone, this is not considered to provide an environmental constraint to the site.

There are three recorded areas of ancient woodland located within 300m of the site to the north and northeast and are associated with Swinnow Wood.

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5 Preliminary Risk Assessment

5.1 Classification of Risk

A preliminary risk assessment has been undertaken for the site to identify the main potential geotechnical and contamination constraints to development based upon review of the site history, ground conditions and environmental setting. The method for risk evaluation has been based on guidance by CIRIA 552 ‘Contaminated land risk assessment - a guide to good practice’ (2001) which is a qualitative method of interpreting the risks based on the magnitudes of both the potential consequence (severity) and the probability (likelihood) of the risk occurring. The guidance has been adopted for the estimation of geotechnical risk (as well as contamination) for consistency in assessing potential ground constraints at the site.

The risk matrix below has been used to estimate a risk score for each potential constraint to development (hazard) for both geotechnical and contamination constraints identified.

Consequence (Severity) Risk Matrix Severe Medium Mild Minor High Likelihood Moderate Very High High Moderate /low ) Likely Moderate High Moderate Low /low Low Likelihood Moderate Moderate Low Very Low /low Probability (likelihood Unlikely Moderate Low Very Low Very Low /low Table 5-A Estimation of Risk

Risk Risk Description Very High There is a high likelihood of the event occurring and having severe consequences. If the risk is realised it is likely to result in a substantial liability. High Likely that an event with medium or even severe consequences could arise. If the risk is realised it may result in a substantial liability. Moderate It is possible that an event could occur and it is either unlikely and consequences may be severe or if it were to occur it is likely that consequences would be relatively mild. Investigation would normally be required to clarify the risk and determine the potential liability. Low Risk It is possible that an event could occur but it is likely that the consequences would be at worst mild. Very Low It is unlikely that an event could occur, and if it happened the consequences are likely to be at worst mild. Table 5-B Risk Description

The estimation of risk is based on qualitative assessment using desktop data reviewed and relates primarily to long term risks to site users, buildings and the surrounding environment.

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5.2 Geotechnical Risk Assessment

A preliminary risk assessment has been undertaken for the site to identify the main potential geotechnical constraints to development based upon review of the site history, ground conditions, and environmental setting. The risk rating has been scored using the methodology described in Section 5.1 taking into account likelihood (L) and severity (S).

Risk Hazard Pathway Receptor Rationale Rating

High likelihood of underground services Services Foundations in and around the site Obstructions to to service existing Buried services Building ground investigations buildings on the site. Moderate in and around works, and ground works Geotechnical the site Structures consequence on future development proposals is likely to be mild. Likely to be Existing Obstructions such as obstructions associated Structures Basements, voids, with buildings and Structures infrastructure onsite. Associated with redundant Moderate school buildings foundations and sub- Foundations Geotechnical and previous surface drainage, or consequence on future use of site poor quality backfill development proposals is likely to be medium. Made Ground Likely variable Variable, thickness of Made associated with Ground being present existing site Uneven settlement due to previous site history and under loading Structures development, maybe school Instability in Foundations thicker in area of former development, excavations Services sewage works. Moderate maybe thicker Perched and Building Geotechnical in south west aggressive works consequences of Made corner groundwater Ground on future associated with development proposals former sewage are likely to be works medium. Shallow or perched groundwater in the Glacial Till is likely in the more granular layers across the site, the consequences are Structures likely to be Mild. The Water entering Groundwater Services underlying Nottingham excavations causing Potential for Building Castle Sandstone Moderate/ instability and groundwater works Formation is likely to be low difficulties during beneath site water-bearing but at construction Construction workers depth. There is considered to be low likelihood of encountering shallow groundwater and consequences would be medium.

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Risk Hazard Pathway Receptor Rationale Rating

Structures Uneven settlement It is unlikely that Unrecorded Foundations under loading unrecorded mineshafts Mineshafts Services Special foundations present on site; Moderate/ Potential for potentially required Building consequences are low unrecorded works Instability in expected to be severe. mineshafts. excavations Construction workers Shallow Mining Uneven settlement Structures Hazards under loading Foundations It is unlikely that Potential for Special (reinforced) Services shallow workings are Moderate/ mine workings foundations beneath the site. The Building low to be present potentially required works consequences are beneath the Instability in Construction expected to be severe. site. excavations workers

Aggressive Low Likelihood that Ground aggressive ground may Contaminants in Associated with Foundations, affect structures/ potential contact Low Services. foundations. contaminants with structures Consequences are and elevated likely to be mild. sulphate in soil Table 5-C Preliminary Geotechnical Risk Assessment

Notes: The potential risks from ground gases have been assessed within Section 5.3.2.

The key potential geotechnical constraints to development at the site can be summarised as:

• Moderate risk associated with the presence of live underground services in and around the site boundary; • Moderate risk that ground obstructions will be encountered during excavation works at the site due to site development; • Moderate risk associated with the presence of varying thicknesses of Made Ground at the site;

5.3 Contamination Risk Assessment

5.3.1 Legislative Background

The Legislative Framework for dealing with historical land contamination is set out within Part 2A of the Environmental Protection Act (EPA) 1990. The legislation embraces the “suitable for use” approach, which comprises three principal elements:

• Ensuring that land is suitable for its current use, such that contamination is not causing unacceptable risks to human health and the environment; • Ensuring that land is made suitable for any new use, as planning permission is given for that new use; and • Limiting requirements for remediation to the work necessary to prevent unacceptable risks to human health or the environment in relation to the

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current use or future use of the land for which planning permission is being sought.

Under the planning and development control regime, as set out in Department for Communities and Local Government (March 2012) National Planning Policy Framework, the aim is to ensure that there are no unacceptable risks to either receptors relevant to Part 2A, or to others that may be covered by other regimes, taking into account the proposed new land use.

The assessment below is based on the Contaminated Land Report (CLR) 11: Model Procedures for the Management of Land Contamination (EA, 2004). CLR 11 has been developed to provide the technical framework for applying a risk management process when dealing with land affected by contamination. An important thread throughout the overall process of risk assessment is the need to formulate and develop a Conceptual Site Model (CSM) for the site, which supports the identification and assessment of pollutant linkages. Development of the CSM forms the main part of preliminary risk assessment, and the model is subsequently refined or revised as more information and understanding is obtained through the risk assessment process. The CSM will cover risks to human health, controlled waters and other receptors.

A preliminary risk assessment has been undertaken for the site to identify the main potential land contamination constraints to development and potential pollutant linkages based upon review of the site history, ground conditions, and environmental setting. The risk rating has been scored using the methodology described in Section 5.1 taking into account likelihood (L) and severity (S).

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Conceptual Site Model: Potential Pollutant Linkages

Risk Source Pathway Receptor Risk Rating (Score) Probability: Low Potential Made Consequence: Severe Ground / Leaching of Limited potentially Existing contaminants Bedrock contaminative historical land contamination in the Made Principal use onsite. Moderate underneath Ground into Aquifer Site is located above a the site aquifer Principal Aquifer and within a (On-site) Source Protection Zone.

Probability: Likely Consequence: Severe Spillage of 60,000 litres of solvents into ground Superficial approximately 300m east of Deposit: site could have impacted Migration of Secondary contaminants groundwater. There is the Offsite (A) Aquifer from offsite potential for a solvent High Contamination sources to the contaminated groundwater Bedrock: site plume to have migrated Principal beneath the site, however, Aquifer flow direction and water quality within the aquifer is not known.

Table 5-D Preliminary Contamination Risk Assessment – Controlled Waters

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Risk Source Pathway Receptor Risk Rating (Score) Probability: Low Likelihood Severity: Medium Human Limited potentially Health contaminative historical land (on-site, Low use onsite. chronic risks Impacted materials may cause to end-users) a risk to current or future site Ingestion users via various pathways. Inhalation of Probability: Low Likelihood dust / fibres Human Severity: Medium (inc. asbestos) Health Limited potentially Soil / Dermal (on-site, acute contaminative historical land Moderate / Groundwater absorption risks to use onsite. Low Contamination Inhalation of construction Former Sewage Works on site. vapours workers) Impacted materials may cause a risk to construction workers.

Human Probability: Unlikely Health Severity: Mild (off-site, Limited potentially chronic risks contaminative historical land Very Low to users of use onsite. adjacent Impacted materials may cause sites) a risk to offsite receptors. Probability: Low Likelihood Severity: Severe Accumulation Limited potentially of ground contaminative historical land gases within use onsite. Considered enclosed Human unlikely that significant ground spaces leading Ground gases Health gases are being generated at Moderate to potential Onsite the site. risk of Potential for VOC vapours from asphyxiation potential contamination plume and / or in groundwater beneath the site explosion associated with spill circa 300m east of site. Table 5-E Preliminary Contamination Risk Assessment – Human Health

PSNOTDTS Serlby Park Academy DTS Rev 1

Risk Source Pathway Receptor Risk Rating Probability: Unlikely Severity: Medium Limited potentially Permeation of Water supply contaminative historical land Soil / water supply pipes use onsite. Groundwater pipes by Low (and therefore Potential contaminants may be Contamination organic humans) capable of permeating drinking contaminants water supply services and presenting a potential human health risk. Probability: Low Likelihood Severity: Severe Limited potentially contaminative historical land Accumulation use onsite. Considered unlikely of ground that significant ground gases gases within are being generated at the site. enclosed No adjacent sites have been spaces leading Buildings Ground gases identified with the potential to Moderate to potential Onsite produce ground gas and hence risk of limited potential for ground gas asphyxiation migration onto site. However, and / or potential for VOC vapours from explosion potential contamination plume in groundwater beneath the site associated with spill circa 300m east of site Table 5-F Preliminary Contamination Risk Assessment – Buildings and Infrastructure

The key potential pollutant linkages and constraints to development identified can be summarised as:

• High potential for soil contamination off site (particularly the recent significant solvent spillage) to have an impact upon Secondary A Aquifer and Principal Aquifer below site. • Moderate potential for soil contamination within Made Ground onsite to have an impact upon Principal Aquifer below site. • Moderate potential for localised ground gas generation within Made Ground on-site and VOC vapours from off site in the surrounding area to lead to the accumulation of elevated levels of ground gas that may impact on human health or buildings. • Moderate/Low potential for soil contamination within Made Ground onsite to have an impact upon human health (chronic and acute risks).

PSNOTDTS Serlby Park Academy DTS Rev 1

6 Conclusions and Recommendations

6.1 Summary of Preliminary Risk Assessments

6.1.1 Geotechnical Risk Assessment

The key potential geotechnical constraints to development at the site can be summarised as:

• The presence of varying thicknesses of Made Ground at the site; • The presence of live underground services in and around the site boundary; • Ground obstructions encountered during excavation works at the site due to site development;

6.1.2 Land Contamination Risk Assessment

The key potential pollutant linkages and constraints to development identified can be summarised as:

• Potential for soil contamination within Made Ground onsite to have an impact upon Principal Aquifer below site. • Potential for localised ground gas generation on-site within Made Ground onsite and in the surrounding area to lead to the accumulation of elevated levels of ground gas that may impact on human health or buildings. • Potential for soil contamination off site to have an impact upon Principal Aquifer below site. • Potential for soil contamination within Made Ground onsite to have an impact upon human health (chronic and acute risks).

However, uncertainties have been identified within the initial Conceptual Site Model which should be further assessed and investigated via intrusive ground investigation and appropriate risk assessment. The key uncertainties identified can be summarised as:

• The thickness, nature, variability and contaminative status of potential Made Ground at the site is currently unknown; • The presence, nature and variability of the superficial deposits at the site are currently unknown. Additional knowledge of the superficial deposit is required to further understand the potential for contamination sources at the surface to impact on the underlying aquifer; • The groundwater regime at the site, in particular the presence of any localised perched water within the superficial deposit is not known; • The proposed foundation solution may create additional migratory pathways for contaminant migration and present preferential pathways for ground gas migration; • Potential ground gases which may be generated either on-site or at adjacent sites may potentially accumulate within any enclosed spaces included within the final design of the proposed development, presenting a potential risk to human health and buildings / infrastructure; and

PSNOTDTS Serlby Park Academy DTS Rev 1

• Contaminants within the Made Ground may present potential risks to concrete structures and water supply services through aggressive ground conditions.

6.1.3 Unexploded Ordnance

There is a low risk for unexploded ordnance to be present at the site within the subsurface, which may present a risk to human health and infrastructure if disturbed during intrusive construction activities such as ground investigation, bulk earthworks and piling. Areas of low risk are described to be those that show a bomb density of up to 10 bombs per 1000 acres.

A specialist desk study prior to intrusive works is considered prudent, but not essential.

6.1.4 Recommendations

The following information will be essential to support any planning application / detailed proposal for the site;

• A detailed site inspection should be carried out to enable understanding of current on-site characteristics, and access arrangements.

• It is recommended that an intrusive ground investigation is carried out which should be relevant to the proposed site development and address site specific issues. Particular reference should be made to ground conditions, foundation design issues, groundwater, ground gas, potential soil and groundwater contamination and aggressive ground conditions.

• The intrusive investigation should include the installation of appropriate groundwater and ground gas monitoring wells. Monitoring of groundwater levels and ground gas concentrations should be completed in accordance with CIRIA C665 (2007) Assessing Risks Posed by Hazardous Ground Gases to Buildings. Groundwater sampling and laboratory analysis should also be undertaken.

• On completion of the ground investigation, it is recommended that an interpretative report is prepared to reassess the preliminary geotechnical and contamination risks identified and to refine the Conceptual Site Model.

• Further discussions should be held with EA to determine the whether groundwater has been impacted following the solvent spill and subsequent fire from the premises within the Plumtree Industrial Estate and as such risk profile of the school site. This should include confirmation of; the known extent of any groundwater contamination; the direction of groundwater flow, whether any remediation measures were required/actioned; and, the current status of the incident site.

• Statutory service providers should be consulted to assess and mitigate risks associated with live underground services.

PSNOTDTS Serlby Park Academy DTS Rev 1

• The potential for asbestos containing materials should be assessed further with respect to existing buildings and the demolished Sewage Works and former structures in the north of the site. This should include obtaining the asbestos register from the school/Local Authority.

PSNOTDTS Serlby Park Academy DTS Rev 1

7 Limitations

This report was prepared for the exclusive use of The Education Funding Agency and its designated representatives. Any use a third party makes of this report, or any reliance on or decisions made based on it are the responsibility of such third parties. Jacobs accepts no responsibility for damages suffered by any third party as a result of decisions made or actions taken based on this report. The limitations presented herein are not intended to limit or restrict use of the findings by parties acting to purchase or acquire the site, or portions of the site in the future.

There is no warranty, expressed or implied; that the work reported herein has uncovered all potential environmental liabilities associated with the site. The findings of this report were developed in a manner consistent with a level of care and skill normally exercised by members of the environmental science and engineering profession currently practising under similar conditions.

A number of the findings and conclusions presented in this report are based on information provided by third parties and / or historical records, which Jacobs has relied on in good faith. Jacobs accepts no responsibility for any deficiency, misstatements, or inaccuracy contained in this report as a result of errors, omissions or misstatements of said third parties or from information obtained from these.

A potential remains for the presence of unknown, unidentified, or unforeseen surface and sub-surface contamination. Any additional evidence of such potential site contamination would require appropriate surface and subsurface exploration and testing.

If new information is obtained or developed during future work (which may include excavations, borings, or other studies), Jacobs should be requested to re-evaluate the conclusions of this report, and to provide amendments as required.

PSNOTDTS Serlby Park Academy DTS Rev 1

References

• British Geological Survey 1:50,000 scale map sheet 101.

• British Geological Survey, Onshore GeoIndex (http://www.bgs.ac.uk/GeoIndex/)

• British Geological Survey, Geology of Britain Viewer (http://www.bgs.ac.uk/discoveringGeology/geologyOfBritain/viewer.html)

• GroundSure Map Insight, Geo Insight and Enviro Insight for grid reference 463040, 392151 dated 30th August 2013.

• CIRIA C552 (2001) Contaminated land risk assessment - a guide to good practice

• BR211 (2007). Radon, Guidance on Protective Measures for new buildings

• Environmental Protection Act 1990: Part 2A Contaminated Land

• Environment Act (1995). Section 57 Contaminated Land

• Environment Agency (2004) CLR11: Model Procedures for the Management of Land Contamination

• Environment Agency (2013) What’s in Your Backyard Online Mapping (www.environment –agency.gov.uk/wiyby)

• Health Protection Agency (2007) Indicative Atlas of Radon in England and Wales (HPA-RPD-033)

• Zetica Website (2013) Regional Unexploded Bomb Risk Maps, Nottinghamshire.

PSNOTDTS Serlby Park Academy DTS Rev 1

Drawings

PSNOTDTS Serlby Park Academy DTS rev 1

Appendix A GroundSure Report

PSNOTDTS Serlby Park Academy DTS rev 1

Jacobs Engineering GroundSure GS-1049922 SHELDON COURT, WAGON LANE, Reference: COVENTRY ROAD, Your Reference: Serlby Park BIRMINGHAM , B26 3DU Report Date: 30 Aug 2013 Report Delivery xml Method: Client Email: [email protected]

GroundSure EnviroInsight

Address: SELBY PARK COMMUNITY SCHOOL,WHITEHOUSE ROAD,BIRCOTES,DONCASTER, DN11 8EF

Dear Sir/Madam,

Thank you for placing your order with GroundSure. Please find enclosed the GroundSure EnviroInsight as requested

If you need any further assistance, please do not hesitate to contact our helpline on 08444 159000 quoting the above GroundSure reference number.

Yours faithfully,

Managing Director Groundsure Limited

Enc. GroundSure EnviroInsight

GroundSure EnviroInsight

Address: SELBY PARK COMMUNITY SCHOOL,WHITEHOUSE ROAD,BIRCOTES,DONCASTER, DN11 8EF

Date: 30 Aug 2013

GroundSure Reference: GS-1049922

Your Reference: Serlby Park

Client: Jacobs Engineering

Brought to you by GroundSure

Report Reference: GS-1049922 Aerial Photograph of Study Site ▲ NW N NE

◄W E►

SW S SE ▼ Aerial photography supplied by Getmapping PLC. © Copyright Getmapping PLC 2003. All Rights Reserved. Site Name: SELBY PARK COMMUNITY SCHOOL,WHITEHOUSE ROAD,BIRCOTES,DONCASTER, DN11 8EF Grid Reference: 463040,392151 Size of Site: 11.63 ha

Report Reference: GS-1049922 If you would like any further assistance regarding this report then please contact GroundSure on (T) 08444 159 000, email: [email protected] Page 2 Overview of Findings For further details on each dataset, please refer to each individual section in the main report as listed. Where the database has been searched a numerical result will be recorded. Where the database has not been searched '-' will be recorded.

Report Section Number of records found within (X) m of the study site boundary

1. Environmental Permits, Incidents and 251- 501- 1000- 0-50 51-250 Registers on-site 500 1000 1500

1.1 Industrial Sites Holding Environmental Permits and/or Authorisations Records of historic IPC Authorisations 0000 - - Records of Part A(1) and IPPC Authorised Activities 0000 - - Records of Water Industry Referrals (potentially harmful 0000 - - discharges to the public sewer) Records of Red List Discharge Consents (potentially harmful 0000 - - discharges to controlled waters) Records of List 1 Dangerous Substances Inventory sites 0000 - - Records of List 2 Dangerous Substances Inventory sites 0000 - - Records of Part A(2) and Part B Activities and Enforcements 0000 - - Records of Category 3 or 4 Radioactive Substances 0000 - - Authorisations Records of Licensed Discharge Consents 0002 - - Records of Planning Hazardous Substance Consents and 0000 - - Enforcements 1.2 Records of COMAH and NIHHS sites 0000 - - 1.3 Environment Agency Recorded Pollution Incidents National Incidents Recording System, List 2 000- - - National Incidents Recording System, List 1 000- - - 1.4 Sites Determined as Contaminated Land under Part IIA EPA 0000 - - 1990

251- 501- 1000- 0-50 51-250 2. Landfill and Other Waste Sites on-site 500 1000 1500

2.1 Landfill Sites Environment Agency Registered Landfill Sites 00000 - Landfill Data – Operational Landfill Sites 00000 - Environment Agency Historic Landfill Sites 00001 3 Landfill Data – Non-Operational Landfill Sites 00000 - BGS/DoE Landfill Site Survey 00000 0 GroundSure Local Authority Landfill Sites Data 00000 11 2.2 Landfill and Other Waste Sites Findings Operational Waste Treatment, Transfer and Disposal Sites 0010- - Non-Operational Waste Treatment, Transfer and Disposal Sites 0 0 1 0 - - Environment Agency Licensed Waste Sites 00010 2

Report Reference: GS-1049922 If you would like any further assistance regarding this report then please contact GroundSure on (T) 08444 159 000, email: [email protected] Page 3 251- 501- on-site 0-50 51-250 1000-1500 3. Current Land Uses 500 1000 3.1 Current Industrial Sites Data 0113- - - 3.2 Records of Petrol and Fuel Sites 0000- - 3.3 Underground High Pressure Oil and Gas Pipelines 0000- -

4. Geology Description

4.1 Are there any records of Artificial Ground and Made Ground present beneath the No study site? * 4.2 Are there any records of Superficial Ground and Drift Geology present beneath the Yes study site? * 4.3 For records of Bedrock and Solid Geology beneath the study site* see the detailed findings section. Source: Scale: 1:50,000 BGS Sheet 101

* This includes an automatically generated 50m buffer zone around the site.

251- 501- 1001- on-site 0-50 51-250 5. Hydrogeology and Hydrology 500 1000 2000

5.1 Are there any records of Productive Strata in the Superficial Yes Geology within 500m of the study site? 5.2 Are there any records of Productive Strata in the Bedrock Yes Geology within 500m of the study site? 5.3 Groundwater Abstraction Licences (within 2000m of the study 0 00 0 0 9 site). 5.4 Surface Water Abstraction Licences (within 2000m of the 0 00 0 0 3 study site). 5.5 Potable Water Abstraction Licences (within 2000m of the study 0 00 0 0 0 site). 5.6 Are there any Source Protection Zones within 500m of the study site? Yes 5.7 River Quality on-site 0-50 51-250 251-500 501-1000 1001-1500

Is there any Environment Agency information on river quality No No No No No No within 1500m of the study site? 5.8 Detailed River Network entries within 500m of the site 0 00 1 - - 5.9 Surface water features within 250m of the study site No No No - - -

6. Flooding

6.1 Are there any Environment Agency indicative Zone 2 floodplains within 250m of the No study site? 6.2 Are there any Environment Agency indicative Zone 3 floodplains within 250m of the No study site? 6.3 Are there any Flood Defences within 250m of the study site? No 6.4 Are there any areas benefiting from Flood Defences within 250m of the study site? No 6.5 Are there any areas used for Flood Storage within 250m of the study site? No 6.6 What is the maximum BGS Groundwater Flooding susceptibility within 50m of the Very Low study site?

6.7 What is the BGS confidence rating for the Groundwater Flooding susceptibility areas? Low

7. Designated Environmentally Sensitive 251- 501- 1001- on-site 0-50 51-250 Sites 500 1000 2000

7.1 Records of Sites of Special Scientific Interest (SSSI) 00000 0 7.2 Records of National Nature Reserves (NNR) 00000 0

Report Reference: GS-1049922 If you would like any further assistance regarding this report then please contact GroundSure on (T) 08444 159 000, email: [email protected] Page 4 7.1 Records of Sites of Special Scientific Interest (SSSI) 00000 0 7.3 Records of Local Nature Reserves (LNR) 00000 0 7.4 Records of Special Areas of Conservation (SAC) 00000 0 7.5 Records of Special Protection Areas (SPA) 00000 0 7.6 Records of Ramsar sites 00000 0 7.7 Records of World Heritage Sites 00000 0 7.8 Records of Environmentally Sensitive Areas 00000 0 7.9 Records of Areas of Outstanding Natural Beauty (AONB) 00000 0 7.10 Records of National Parks 00000 0 7.11 Records of Nitrate Sensitive Areas 00000 0 7.12 Records of Nitrate Vulnerable Zones 10000 1 7.13 Records of Ancient Woodlands 01110 0

8. Natural Hazards

8.1 What is the maximum risk of natural ground subsidence? Low

9. Mining

9.1 Are there any coal mining areas within 75m of the study site? Yes 9.2 What is the risk of subsidence relating to shallow mining within 150m of the study Negligible site? 9.3 Are there any brine affected areas within 75m of the study site? No

Report Reference: GS-1049922 If you would like any further assistance regarding this report then please contact GroundSure on (T) 08444 159 000, email: [email protected] Page 5 Using this Report The following report is designed by Environmental Consultants for Environmental Professionals bringing together the most up-to-date market leading environmental data. This report is provided under and subject to the Terms & Conditions agreed between GroundSure and the Client. The document contains the following sections:

1. Environmental Permits, Incidents and Registers Provides information on Regulated Industrial Activities and Pollution Incidents as recorded by Regulatory Authorities, and sites determined as Contaminated Land. This search is conducted using radii up to 500m.

2. Landfills and Other Waste Sites Provides information on landfills and other waste sites that may pose a risk to the study site. This search is conducted using radii up to 1500m.

3. Current Land Uses Provides information on current land uses that may pose a risk to the study site in terms of potential contamination from activities or processes. These searches are conducted using radii of up to 500m. This includes information on potentially contaminative industrial sites, petrol stations and fuel sites as well as high pressure underground oil and gas pipelines.

4. Geology Provides information on artificial and superficial deposits and bedrock beneath the study site.

5. Hydrogeology and Hydrology Provides information on productive strata within the bedrock and superficial geological layers, abstraction licenses, Source Protection Zones (SPZs) and river quality. These searches are conducted using radii of up to 2000m.

6. Flooding Provides information on surface water flooding, flood defences, flood storage areas and groundwater flood areas. This search is conducted using radii of up to 250m.

7. Designated Environmentally Sensitive Sites Provides information on the Sites of Special Scientific Interest (SSSI), National Nature Reserves (NNR), Special Areas of Conservation (SAC), Special Protection Areas (SPA), Ramsar sites, Local Nature Reserves (LNR), Areas of Outstanding Natural Beauty (AONB), National Parks (NP), Environmentally Sensitive Areas, Nitrate Sensitive Areas, Nitrate Vulnerable Zones and World Heritage Sites and Scheduled Ancient Woodland. These searches are conducted using radii of up to 2000m.

8. Natural Hazards Provides information on a range of natural hazards that may pose a risk to the study site. These factors include natural ground subsidence.

9. Mining Provides information on areas of coal and shallow mining.

Report Reference: GS-1049922 If you would like any further assistance regarding this report then please contact GroundSure on (T) 08444 159 000, email: [email protected] Page 6 10. Contacts This section of the report provides contact points for statutory bodies and data providers that may be able to provide further information on issues raised within this report. Alternatively, GroundSure provide a free Technical Helpline (08444 159000) for further information and guidance.

Note: Maps Only certain features are placed on the maps within the report. All features represented on maps found within this search are given an identification number. This number identifies the feature on the mapping and correlates it to the additional information provided below. This identification number precedes all other information and takes the following format -Id: 1, Id: 2, etc. Where numerous features on the same map are in such close proximity that the numbers would obscure each other a letter identifier is used instead to represent the features. (e.g. Three features which overlap may be given the identifier “A” on the map and would be identified separately as features 1A, 3A, 10A on the data tables provided).

Where a feature is reported in the data tables to a distance greater than the map area, it is noted in the data table as “Not Shown”.

All distances given in this report are in Metres (m). Directions are given as compass headings such as N: North, E: East, NE: North East from the nearest point of the study site boundary.

Report Reference: GS-1049922 If you would like any further assistance regarding this report then please contact GroundSure on (T) 08444 159 000, email: [email protected] Page 7 1. Environmental Permits, Incidents and Registers Map

▲ NW N NE

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SW S SE ▼ Authorisations,Incidents and Registers Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1049922

Page 8 1.Environmental Permits, Incidents and Registers

1.1 Industrial Sites Holding Licences and/or Authorisations

Searches of information provided by the Environment Agency and Local Authorities reveal the following information:

Records of historic IPC Authorisations within 500m of the study site: 0

Database searched and no data found.

Records of Part A(1) and IPPC Authorised Activities within 500m of the study site: 0

Database searched and no data found.

Records of Water Industry Referrals (potentially harmful discharges to the public sewer) within 500m of the study site: 0

Database searched and no data found.

Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site: 0

Database searched and no data found.

Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site: 0

Database searched and no data found.

Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site: 0

Database searched and no data found.

Records of Part A(2) and Part B Activities and Enforcements within 500m of the study site: 0

Database searched and no data found.

Records of Category 3 or 4 Radioactive Substance Licences within 500m of the study site: 0

Database searched and no data found.

Records of Licensed Discharge Consents within 500m of the study site: 2

Report Reference: GS-1049922

Page 9 The following Licensed Discharge Consents records are represented as points on the Authorisations, Incidents and Registers map:

ID Distance Direction NGR Details 1A 328.0 NE 463400, Address: Plumtree Farm Pumping Station, Receiving Water: Trib Of River Idle 392430 Harworth, Harworth, Nottinghamshire, Status: Post Nra Legislation Where Nottinghamshire Issue Date > 31-aug-89 (historic Effluent Type: Sewage Discharges - Pumping Only) Station - Water Company Issue date: 14/2/1995 Permit Number: T/78/40033/O Effective Date: 14/2/1995 Permit Version: 1 Revocation Date: - 2A 328.0 NE 463400, Address: Plumtree Farm Harworth, Plumtree Receiving Water: Local Ditch 392431 Farm, Bircotes, Doncaster, Midlands, DN11 Status: Varied Under Epr 2010 8EW Issue date: 3/9/2010 Effluent Type: Sewage Discharges - Sewer Effective Date: 3/9/2010 Storm Overflow - Water Company Revocation Date: 12/8/2011 Permit Number: TSC3774 Permit Version: 1

Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site: 0

Database searched and no data found.

1.2 Dangerous or Hazardous Sites

Records of COMAH & NIHHS sites within 500m of the study site: 0

Database searched and no data found.

1.3 Environment Agency Recorded Pollution Incidents

Records of National Incidents Recording System, List 2 within 250m of the study site: 0

Database searched and no data found.

Records of National Incidents Recording System, List 1 within 250m of the study site: 0

Database searched and no data found.

1.4 Sites Determined as Contaminated Land under Part IIA EPA 1990

How many records of sites determined as contaminated land under Section 78R of the Environmental Protection Act 1990 are there within 500m of the study site? 0

Database searched and no data found.

Report Reference: GS-1049922

Page 10 2. Landfill and Other Waste Sites Map

▲ NW N NE

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SW S SE ▼ Landfill & Other Waste Sites Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1049922

Page 11 2. Landfill and Other Waste Sites

2.1 Landfill Sites

Records from Environment Agency landfill data within 1000m of the study site: 0

Database searched and no data found.

Records of operational landfill sites sourced from Landmark within 1000m of the study site: 0

Database searched and no data found.

Records of Environment Agency historic landfill sites within 1500m of the study site: 4

The following landfill records are represented as either points or polygons on the Landfill and Other Waste Sites map:

ID Distance Direction NGR Details Not 704.0 SE 463500, Site Address: Old Quarry, Top of Wrights Licence Issue: 15-Aug-1986 shown 391400 Hill, Scrooby Road, Bircotes, Near Licence Surrendered: 02-Jun-1987 Doncaster, South Yorkshire Licence Hold Address: Home Farm, Waste Licence: Yes Scrooby, Doncaster Site Reference: 1/86/168/69SW, WD- Operator: - L/L.1 Waste Type: Inert, Industrial Regis Reference: - Not 1277.0 NW 462100, Site Address: High Common Lane, High Licence Issue: shown 393600 Common Lane, Tickhill Licence Surrendered: Waste Licence: - Licence Hold Address: - Site Reference: 4400/(78) Operator: - Waste Type: - Regis Reference: - Not 1424.0 NW 462100, Site Address: High Common Lane, Tickhill Licence Issue: shown 393800 Waste Licence: - Licence Surrendered: Site Reference: 4400/(77) Licence Hold Address: - Waste Type: - Operator: - Regis Reference: - Not 1471.0 W 461100, Site Address: Tickhill Road, Harworth Licence Issue: shown 392200 Waste Licence: - Licence Surrendered: Site Reference: 4400/(28) Licence Hold Address: - Waste Type: - Operator: - Regis Reference: -

Records of non-operational landfill sites sourced from Landmark within 1000m of the study site: 0

Database searched and no data found.

Records of BGS/DoE non-operational landfill sites within 1500m of the study site: 0

Database searched and no data found.

Records of Local Authority landfill sites within 1500m of the study site: 11

The following landfill records are represented as points or polygons on the Landfill and Other Waste Sites map:

ID Distance Direction Site Address Source Data Type Not shown 1250.0 S Refuse Tip 1998 mapping Polygon Not shown 1250.0 S Refuse Tip 1998 mapping Polygon Report Reference: GS-1049922

Page 12 Not shown 1250.0 S Refuse Tip 1997 mapping Polygon Not shown 1250.0 S Refuse Tip 1997 mapping Polygon Not shown 1251.0 S Refuse Tip 1989 mapping Polygon Not shown 1299.0 S Refuse Tip 1981 mapping Polygon Not shown 1313.0 S Refuse Tip 1961 mapping Polygon Not shown 1391.0 S Refuse Tip 1998 mapping Polygon Not shown 1391.0 S Refuse Tip 1997 mapping Polygon Not shown 1391.0 S Refuse Tip 1989 mapping Polygon Not shown 1415.0 SW Refuse Tip 1961 mapping Polygon

2.2 Other Waste Sites

Records of operational waste treatment, transfer or disposal sites within 500m of the study site: 1

The following waste treatment, transfer or disposal sites records are represented as points on the Landfill and Other Waste Sites map:

ID Distance Direction NGR Details 3 244.0 E 463280, Site Address: Unit 4 Plumtree Farm Record Date: 01-Dec-1999 392460 Industrial Estate, Harworth, DONCASTER, Transfer Date: South Yorkshire, DN11 8EW Modification Date: Landfill Licence: B44AAFAL Status: Operational as far as is known EA Reference: EAWML43007 Category: TRANSFER - with treatment Waste Type: Difficult Regulator: EA - Midlands Region - Lower Rating: Difficult Transfer, Difficult Trent Area (Gainsborough) Treatment Size: Small (<25,000 tonnes/year) Known Restrictions: No known restriction on source of waste

Records of non-operational waste treatment, transfer or disposal sites within 500m of the study site: 1

The following waste treatment, transfer or disposal sites records are represented as points on the Landfill and Other Waste Sites map:

ID Distance Direction NGR Details 4 243.0 NE 463300, Site Address: Unit 2 Plumtree Industrial Record Date:01-Aug-1992 392400 Estate, Harworth, DONCASTER, South Transfer Date: Yorkshire, DN11 8EW Modification Date: Landfill Licence: 33BAJKAL Status: Site now exempt from licencing EA Reference: - Category: TRANSFER Waste Type: Difficult Regulator: EA - Midlands Region - Lower Waste Description: Difficult Trent Area (Nottingham) Known Restrictions: No known restriction Size: Very Small (<10,000 tonnes/year) on source of waste

Records of Environment Agency licensed waste sites within 1500m of the study site: 3

The following waste treatment, transfer or disposal sites records are represented as points on the Landfill and Other Waste Sites map:

ID Distance Direction NGR Details 9284.0E463314,Site Address: Units 1 & 4 Plumtree Farm Issue Date: 10/10/1999 392483 Ind Est, Harworth, Doncaster, South Effective Date: - Yorkshire, DN11 8EW Modified: 11/12/2003 Type: Special Waste Transfer Station Surrendered Date: - Size: < 25000 tonnes Expiry Date: - Regis Licence Number: SOL001 Cancelled Date: - EPR reference: EA/EPR/TP3997FJ/V002 Status: Modified Operator: Solvents With Safety Ltd Site Name: Solvents With Safety Ltd Waste Management licence No: 43007 Correspondence Address: -, - Annual Tonnage: 25000.0

Report Reference: GS-1049922

Page 13 Not 1411.0 S 462564, Site Address: Lords Wood Quarry, Issue Date: 12/01/1989 shown 390608 Harworth, Doncaster, South Yorkshire, Effective Date: - DN11 8NF Modified: 24/01/2011 Type: Landfill taking other wastes Surrendered Date: - Size: < 25000 tonnes Expiry Date: - Regis Licence Number: WAL153 Cancelled Date: - EPR reference: EA/EPR/QP3597FF/V002 Status: Closure Operator: Walker & Son ( Hauliers) Ltd Site Name: Lords Wood Quarry Landfill Waste Management licence No: 43165 Correspondence Address: -, - Annual Tonnage: 0.0 Not 1411.0 S 462564, Site Address: Lords Wood Quarry, Issue Date: 12/01/1989 shown 390608 Harworth, Doncaster, South Yorkshire, Effective Date: - DN11 8NF Modified: 11/04/2001 Type: Landfill taking other wastes Surrendered Date: - Size: < 25000 tonnes Expiry Date: - Regis Licence Number: GHW001 Cancelled Date: - EPR reference: QP3597FF/V003 Status: Modified Operator: G H Wadsworth & Sons Ltd Site Name: Lords Wood Quarry Waste Management licence No: 43165 Correspondence Address: -, - Annual Tonnage: 24999.0

Report Reference: GS-1049922

Page 14 3. Current Land Use Map

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SW S SE ▼ Current Land Use Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1049922

Page 15 3. Current Land Uses

3.1 Current Industrial Data

Records of potentially contaminative industrial sites within 250m of the study site: 14

The following records are represented as points on the Current Land Uses map.

ID Distance Direction Company Address Activity Category 121.0 N Pump DN11 Water Pumping Industrial Stations Features 2 85.0 NE Tank DN11 Tanks (Generic) Industrial Features 3 158.0 S Electricity Sub Station DN11 Electrical Infrastructure Features and Facilities 4172.0E Tanks DN11 Tanks (Generic) Industrial Features 5 180.0 NE Amy Smiths Plumtree Farm Industrial Estate, Baking and Foodstuffs Confectionery Plumtree Road, Bircotes, Confectionery Doncaster, DN11 8EW 6 195.0 NE F & B Trenchless Plumtree Farm Industrial Estate, Civil Engineers Engineering Solutions Ltd Plumtree Road, Bircotes, Services Doncaster, DN11 8EW 7A 207.0 E Electricity Sub Station DN11 Electrical Infrastructure Features and Facilities 8 208.0 NE D M R Accident Repair Plumtree Farm Industrial Estate, Vehicle Repair, Repair and Centre Plumtree Road, Bircotes, Testing and Servicing Doncaster, DN11 8EW Servicing 9A 210.0 E Electricity Sub Station DN11 Electrical Infrastructure Features and Facilities 10 220.0 E Rema Tip Top Plumtree Farm Industrial Estate, Lifting and Industrial Industry UK Ltd Plumtree Road, Bircotes, Handling Products Doncaster, DN11 8EW Equipment 11 223.0 NE Sismatico UK Ltd Plumtree Farm Industrial Estate, Food and Industrial Plumtree Road, Bircotes, Beverage Products Doncaster, DN11 8EW Industry Machinery 12 234.0 SW Electricity Sub Station DN11 Electrical Infrastructure Features and Facilities 13 243.0 NE N A Massarella Unit 4c Plumtree Farm Industrial Fish, Meat and Foodstuffs Estate, Plumtree Road, Bircotes, Poultry Products Doncaster, DN11 8EW 14 247.0 W Electricity Sub Station DN11 Electrical Infrastructure Features and Facilities

3.2 Petrol and Fuel Sites

Records of petrol or fuel sites within 500m of the study site: 0

Database searched and no data found.

3.3 Underground High Pressure Oil and Gas Pipelines

Records of high pressure underground pipelines within 500m of the study site: 0

Database searched and no data found.

Report Reference: GS-1049922

Page 16 4. Geology

4.1 Artificial Ground and Made Ground

Database searched and no data found.

The database has been searched on site, including a 50m buffer.

4.2 Superficial Ground and Drift Geology

The database has been searched on site, including a 50m buffer.

Lex Code Description Rock Type TILMP-DMSG TILL, MID PLEISTOCENE DIAMICTON, SAND AND GRAVEL TILMP-DMTN TILL, MID PLEISTOCENE DIAMICTON (Derived from the BGS 1:50,000 Digital Geological Map of Great Britain)

4.3 Bedrock and Solid Geology

The database has been searched on site, including a 50m buffer.

LEX Code Description Rock Type NTC-PEST NOTTINGHAM CASTLE SANDSTONE PEBBLY (GRAVELLY) SANDSTONE FORMATION (Derived from the BGS 1:50,000 Digital Geological Map of Great Britain)

For more detailed geological and ground stability data please refer to the “GroundSure GeoInsight”. Available from our website.

Report Reference: GS-1049922

Page 17 5a. Hydrogeology - Aquifer Within Superficial Geology

▲ NW N NE

◄ W E►

SW S SE ▼ Aquifer Within Superficial Geology Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1049922

Page 18 5b. Hydrogeology - Aquifer Within Bedrock Geology and Abstraction Licenses

▲ NW N NE

◄ W E►

Report Reference: GS-1049922

Page 19 5c. Hydrogeology – Source Protection Zones and Potable Water Abstraction Licenses ▲ NW N NE

◄ W E►

Report Reference: GS-1049922

Page 20 5d. Hydrology – Detailed River Network and River Quality

▲ NW N NE

◄ W E►

Report Reference: GS-1049922

Page 21 5.Hydrogeology and Hydrology

5.1 Aquifer within Superficial Deposits

Are there records of productive strata within the superficial geology at or in proximity to the property? Yes

From 1 April 2010, the Environment Agency's Groundwater Protection Policy has been using aquifer designations consistent with the Water Framework Directive. For further details on the designation and interpretation of this information, please refer to the GroundSure Enviroinsight User Guide.

The following aquifer records are shown on the Aquifer within Superficial Geology Map (5a):

ID Distance [m] Direction Designation Description 4 0.0 On Site Secondary B Predominantly lower permeability layers which may store/yield limited amounts of groundwater due to localised features such as fissures, thin permeablehorizons and weathering. These are generally the water-bearing parts of the former non-aquifers 6 0.0 On Site Unproductive These are rock layers or drift deposits with low permeability that have negligible significance for water supply or river base flow 1139.0 W Secondary A 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. These are generally aquifers formerly classified as minor aquifers 2249.0 NW Secondary A 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. These are generally aquifers formerly classified as minor aquifers 3391.0 NE Secondary A 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. These are generally aquifers formerly classified as minor aquifers

5.2 Aquifer within Bedrock Deposits

Are there records of productive strata within the bedrock geology at or in proximity to the property? Yes

The following aquifer records are shown on the Aquifer within Bedrock Geology Map (5b):

ID Distance [m] Direction Designation Description 1 0.0 On Site Principal Geology of high intergranular and/or fracture permeability, usually providing a high level of water storage and may support water supply/river base flow on a strategic scale. Generally principal aquifers were previously major aquifers

5.3 Groundwater Abstraction Licences

Are there any Groundwater Abstraction Licences within 2000m of the study site? Yes

Report Reference: GS-1049922

Page 22 The following Abstraction Licences records are represented as points, lines and regions on the Aquifer within Bedrock Geology Map (5b):

ID Distance Direction NGR Details Not 1135.0 SE Licence No: 03/28/77/0043 Annual Volume (m³): 1818400 shown Details: General Use Relating To Max Daily Volume (m³): 9164.7 Secondary Category (Medium Loss) Original Application No: - Direct Source: Groundwater Midlands Original Start Date: 18/12/1995 Region Expiry Date: - Point: Harworth Colliery - Boreholes (a) Issue No: 101 And (b) Version Start Date: 25/5/2001 Data Type: Point Version End Date: Not 1135.0 SE Licence No: 03/28/77/0043 Annual Volume (m³): 1818400 shown Details: Process Water Max Daily Volume (m³): 9164.7 Direct Source: Groundwater Midlands Original Application No: - Region Original Start Date: 18/12/1995 Point: Harworth Colliery - Boreholes (a) Expiry Date: - And (b) Issue No: 101 Data Type: Point Version Start Date: 25/5/2001 Version End Date: Not 1192.0 SE Licence No: 03/28/77/0043 Annual Volume (m³): 1818400 shown Details: General Use Relating To Max Daily Volume (m³): 9164.7 Secondary Category (Medium Loss) Original Application No: - Direct Source: Groundwater Midlands Original Start Date: 18/12/1995 Region Expiry Date: - Point: Harworth Colliery - Borehole (c) Issue No: 101 Data Type: Point Version Start Date: 25/5/2001 Version End Date: Not 1192.0 SE Licence No: 03/28/77/0043 Annual Volume (m³): 1818400 shown Details: Process Water Max Daily Volume (m³): 9164.7 Direct Source: Groundwater Midlands Original Application No: - Region Original Start Date: 18/12/1995 Point: Harworth Colliery - Borehole (c) Expiry Date: - Data Type: Point Issue No: 101 Version Start Date: 25/5/2001 Version End Date: Not 1421.0 NW Licence No: 03/28/83/0028 Annual Volume (m³): - shown Details: Process water Max Daily Volume (m³): - Direct Source: Groundwater Midlands Original Application No: - Region Original Start Date: 14/1/1966 Point: High Common Lane,tickhill - Expiry Date: - Borehole Issue No: 101 Data Type: Point Version Start Date: 30/12/2004 Version End Date: Not 1746.0 S Licence No: 03/28/77/0027 Annual Volume (m³): 37505 shown Details: Spray Irrigation - Direct Max Daily Volume (m³): 641 Direct Source: Groundwater Midlands Original Application No: - Region Original Start Date: 8/8/1979 Point: Near Serlby, Notts - Borehole Expiry Date: - Data Type: Point Issue No: 100 Version Start Date: 16/3/2005 Version End Date: Not 1766.0 W Licence No: 03/28/83/0232 Annual Volume (m³): - shown Details: General Farming & Domestic Max Daily Volume (m³): - Direct Source: Groundwater Midlands Original Application No: - Region Original Start Date: 20/1/1997 Point: Moorhouse Farm, Tickhill - Expiry Date: - Borehole Issue No: 102 Data Type: Point Version Start Date: 14/7/2004 Version End Date: Not 1847.0 S Licence No: 03/28/77/0008 Annual Volume (m³): 62500 shown Details: Spray Irrigation - Direct Max Daily Volume (m³): 1500 Direct Source: Groundwater Midlands Original Application No: - Region Original Start Date: 20/1/1966 Point: Serlby, Notts - Borehole Expiry Date: - Data Type: Point Issue No: 102 Version Start Date: 1/4/2009 Version End Date: Not 1884.0 SE Licence No: 03/28/77/0042 Annual Volume (m³): 69040 shown Details: Spray Irrigation - Direct Max Daily Volume (m³): 1438 Direct Source: Groundwater Midlands Original Application No: NPS/WR/001345 Region Original Start Date: 27/3/1995 Point: Scrooby, Bawtry - Borehole Expiry Date: - Data Type: Point Issue No: 102 Version Start Date: 8/7/2009 Version End Date:

Report Reference: GS-1049922

Page 23 5.4 Surface Water Abstraction Licences

Are there any Surface Water Abstraction Licences within 2000m of the study site? Yes

The following Surface Water Abstraction Licences records are represented as points, lines and regions on the Aquifer within Bedrock Geology Map (5b):

ID Distance Direction NGR Details Not 1192.0 SE 464010, Licence No: 03/28/77/0044 Annual Volume (m³): 90920 shown 391170 Details: Process Water Max Daily Volume (m³): 763.7 Direct Source: Surface Water Midlands Application No: - Region Original Start Date: 18/12/1995 Point: Harworth Colliery - Channel From Expiry Date: - River Ryton Issue No: 101 Data Type: Point Version Start Date: 25/5/2001 Version End Date: Not 1498.0 SE 464500, Licence No: 03/28/77/0015 Annual Volume (m³): 43542 shown 391300 Details: Spray Irrigation - Direct Max Daily Volume (m³): 475.33 Direct Source: Surface Water Midlands Application No: NPS/WR/001349 Region Original Start Date: 11/3/1966 Point: Scrooby,doncaster - River Ryton (1) Expiry Date: - Data Type: Point Issue No: 103 Version Start Date: 8/7/2009 Version End Date: Not 1515.0 SE 463900, Licence No: 03/28/77/0015 Annual Volume (m³): 43542 shown 390700 Details: Spray Irrigation - Direct Max Daily Volume (m³): 475.33 Direct Source: Surface Water Midlands Application No: NPS/WR/001349 Region Original Start Date: 11/3/1966 Point: Scrooby,doncaster - River Ryton (4) Expiry Date: - Data Type: Point Issue No: 103 Version Start Date: 8/7/2009 Version End Date:

5.5 Potable Water Abstraction Licences

Are there any Potable Water Abstraction Licences within 2000m of the study site? No

Database searched and no data found.

5.6 Source Protection Zones

Are there any Source Protection Zones within 500m of the study site? Yes

The following Source Protection Zones records are represented on the SPZ and Potable Water Abstraction Map (5c):

ID Distance Direction Type Description 1 0.0 On Site 3 Total Catchment

5.7 River Quality

Is there any Environment Agency information on river quality within 1500m of the study site? No

Biological Quality:

Database searched and no data found.

Report Reference: GS-1049922

Page 24 Chemical Quality:

Database searched and no data found.

5.8 Detailed River Network

Are there any Detailed River Network entries within 500m of the study site? Yes

The following Detailed River Network records are represented on the Hydrology Map (5d):

ID Distance Direction Details 1 334.0 NE River Name: Drain River Type: Tertiary River Water Course Name: - Catchment: - Welsh River Name: - Drain: YES Alternative Name: - Main River Status: Currently Undefined

5.9 Surface Water Features

Are there any surface water features within 250m of the study site? No

Database searched and no data found.

Report Reference: GS-1049922

Page 25 6. Environment Agency Flood Map

NW ▲ NE N

◄W E►

S SW SE ▼

Report Reference: GS-1049922

Page 26 6. Flooding

6.1 Zone 2 Flooding

Zone 2 floodplain estimates the annual probability of flooding as one in one thousand (0.1%) or greater from rivers and the sea but less than 1% from rivers or 0.5% from the sea. Alternatively, where information is available they may show the highest known flood level.

Is the site within 250m of an Environment Agency indicative Zone 2 floodplain? No

Database searched and no data found.

6.2 Zone 3 Flooding

Zone 3 estimates the annual probability of flooding as one in one hundred (1%) or greater from rivers and a one in two hundred (0.5%) or greater from the sea. Alternatively, where information is available they may show the highest known flood level.

Is the site within 250m of an Environment Agency indicative Zone 3 floodplain? No

Database searched and no data found.

6.3 Flood Defences

Are there any Flood Defences within 250m of the study site? No

6.4 Areas benefiting from Flood Defences

Are there any areas benefiting from Flood Defences within 250m of the study site? No

6.5 Areas used for Flood Storage

Are there any areas used for Flood Storage within 250m of the study site? No

6.6 Groundwater Flooding Susceptibility Areas

Are there any British Geological Survey groundwater flooding susceptibility flood areas within 50m of the boundary of the study site? Yes

What is the highest susceptibility to groundwater flooding in the search area based on the underlying geological conditions? Very Low

Report Reference: GS-1049922

Page 27 6.7 Groundwater Flooding Confidence Areas

What is the British Geological Survey confidence rating in this result? Low

Notes:

Groundwater flooding is defined as the emergence of groundwater at the ground surface or the rising of groundwater into man-made ground under conditions where the normal range of groundwater levels is exceeded.

The confidence rating is on a threefold scale - Low, Moderate and High. This provides a relative indication of the BGS confidence in the accuracy of the susceptibility result for groundwater flooding. This is based on the amount and precision of the information used in the assessment. In areas with a relatively lower level of confidence the susceptibility result should be treated with more caution. In other areas with higher levels of confidence the susceptibility result can be used with more confidence.

Report Reference: GS-1049922

Page 28 7.Designated Environmentally Sensitive Sites Map

▲ NW NE N

◄W E►

S SW SE ▼

Report Reference: GS-1049922

Page 29 7.Designated Environmentally Sensitive Sites

Presence of Designated Environmentally Sensitive Sites within 2000m of the study site? Yes

Records of Sites of Special Scientific Interest (SSSI) within 2000m of the study site: 0

Database searched and no data found.

Records of National Nature Reserves (NNR) within 2000m of the study site: 0

Database searched and no data found.

Records of Special Areas of Conservation (SAC) within 2000m of the study site: 0

Database searched and no data found.

Records of Special Protection Areas (SPA) within 2000m of the study site: 0

Database searched and no data found.

Records of Ramsar sites within 2000m of the study site: 0

Database searched and no data found.

Records of Local Nature Reserves (LNR) within 2000m of the study site: 0

Database searched and no data found.

Records of World Heritage Sites within 2000m of the study site: 0

Database searched and no data found.

Records of Environmentally Sensitive Areas within 2000m of the study site: 0

Database searched and no data found.

Records of Areas of Outstanding Natural Beauty (AONB) within 2000m of the study site: 0

Database searched and no data found.

Records of National Parks (NP) within 2000m of the study site: 0

Database searched and no data found.

Report Reference: GS-1049922

Page 30 Records of Nitrate Sensitive Areas within 2000m of the study site: 0

Database searched and no data found.

Records of Nitrate Vulnerable Zones within 2000m of the study site: 2

The following Nitrate Vulnerable Zone records produced by DEFRA are represented as polygons on the Designated Environmentally Sensitive Sites Map:

ID Distance Direction NVZ Type Data Source 1 0.0 On Site NVZ Area DEFRA Not 1953.0 S NVZ Area DEFRA shown

Records of Ancient Woodland within 2000m of the study site: 3

The following Ancient Woodland records are supplied by English Nature/Scottish Natural Heritage/Countryside Council for Wales and are represented as polygons on the Designated Environmentally Sensitive Sites Map:

ID Distance Direction Ancient Woodland Name Type 3 16.0 N UNKNOWN Ancient Replanted Woodland 4 82.0 N UNKNOWN Ancient Replanted Woodland 5 280.0 NE UNKNOWN Ancient Replanted Woodland

Report Reference: GS-1049922

Page 31 8. Natural Hazards Findings

8.1 Detailed BGS GeoSure Data

BGS GeoSure Data has been searched to 50m. The data is included in tabular format. If you require further information on geology and ground stability, please obtain a GroundSure GeoInsight, available from our website. The following information has been found:

8.1.1 Shrink Swell

What is the maximum Shrink-Swell* hazard rating identified on the study site? Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Ground conditions predominantly medium plasticity. Do not plant trees with high soil moisture demands near to buildings. For new build, consideration should be given to advice published by the National House Building Council (NHBC) and the Building Research Establishment (BRE). There is a possible increase in construction cost to reduce potential shrink-swell problems. For existing property, there is a possible increase in insurance risk, especially during droughts or where vegetation with high moisture demands is present.

8.1.2 Landslides

What is the maximum Landslide* hazard rating identified on the study site? Very Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Slope instability problems are unlikely to be present. No special actions required to avoid problems due to landslides. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with landslides.

8.1.3 Soluble Rocks

What is the maximum Soluble Rocks* hazard rating identified on the study site? Null - Negligible

Soluble rocks are not present in the search area. No special actions required to avoid problems due to soluble rocks. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with soluble rocks.

8.1.4 Compressible Ground

What is the maximum Compressible Ground* hazard rating identified on the study site? Negligible

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard No indicators for compressible deposits identified. No special actions required to avoid problems due to compressible deposits. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with compressible deposits.

Report Reference: GS-1049922

Page 32 8.1.5 Collapsible Rocks

What is the maximum Collapsible Rocks* hazard rating identified on the study site? Very Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Deposits with potential to collapse when loaded and saturated are unlikely to be present. No special ground investigation required or increased construction costs or increased financial risk due to potential problems with collapsible deposits.

8.1.6Running Sand

What is the maximum Running Sand* hazard rating identified on the study site? Very Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Very low potential for running sand problems if water table rises or if sandy strata are exposed to water. No special actions required, to avoid problems due to running sand. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with running sand.

* This indicates an automatically generated 50m buffer and site.

Report Reference: GS-1049922

Page 33 9.Mining

9.1 Coal Mining

Are there any coal mining areas within 75m of the study site? Yes

The following coal mining information provided by the Coal Authority is not represented on Mapping:

Distance Direction Details 0.0 On Site The study site is located within the specified search distance of an identified mining area. Further details concerning this can be obtained from the Coal Authority Helpline on 0845 762 6848.

9.2 Shallow Mining

What is the subsidence hazard relating to shallow mining on-site*? Negligible

*Please note this data is searched with a 150m buffer.

9.3 Brine Affected Areas

Are there any brine affected areas within 75m of the study site? No

Guidance: No Guidance Required.

Report Reference: GS-1049922

Page 34 10.Contacts

GroundSure Helpline Telephone: 08444 159 000 [email protected]

British Geological Survey (England & Wales) Kingsley Dunham Centre Keyworth, Nottingham NG12 5GG Tel: 0115 936 3143. Fax: 0115 936 3276. Email: [email protected] Web: www.bgs.ac.uk BGS Geological Hazards Reports and general geological enquiries Environment Agency National Customer Contact Centre PO Box 544 Rotherham S60 1BY Tel: 08708 506 506 Web: www.environment-agency.gov.uk Email: [email protected] Health Protection Agency Chilton, Didcot, Oxon, OX11 0RQ Tel: 01235 822622 www.hpa.org.uk/radiation Radon measures and general radon information and guidance

The Coal Authority 200 Lichfield Lane, Mansfield, Notts NG18 4RG Tel: 0845 762 6848 DX 716176 Mansfield 5 Web: www.groundstability.com

Ordnance Survey Romsey Road Southampton SO16 4GU Tel: 08456 050505 Local Authority Authority: Bassetlaw District Council Phone: 01909 533533 Web: www.bassetlaw.gov.uk Address: Queens Buildings, Potter Street,, Worksop, Nottinghamshire, S80 2AH Get Mapping PLC Virginia Villas, High Street, Hartley Witney, Hampshire RG27 8NW Tel: 01252 845444 Acknowledgements This product includes map data licensed from Landmark Information Group Limited®. © Crown Copyright 2003 and Landmark Information Group Limited® 2003. All Rights Reserved.

Site of Special Scientific Interest, National Nature Reserve, Ramsar Site, Special Protection Area, Special Area of Conservation data is provided by, and used with the permission of, English Nature who retain the Copyright and Intellectual Property Rights for the data.

PointX © Database Right/Copyright, Thomson Directories Limited © Copyright Link Interchange Network Limited © Database Right/Copyright and Ordnance Survey © Crown Copyright and/or Database Right. All Rights Reserved. Licence Number [03421028]. This report has been prepared in accordance with the GroundSure Ltd standard Terms and Conditions of business for work of this nature.

Report Reference: GS-1049922

Page 35 Standard Terms and Conditions 2 Scope of Services, terms and conditions, requests for insurance and 1 Definitions quotations In these terms and conditions unless the context otherwise requires: 2.1 GroundSure agrees to provide the Services in accordance with the “Beneficiary” means the person or entity for whose benefit the Client has Contract. obtained the Services. 2.2 GroundSure shall exercise reasonable skill and care in the provision of “Client” means the party or parties entering into a Contract with the Services. GroundSure. 2.3 Subject to clause 7.3 the Client acknowledges that it has not relied on “Commercial” means any building or property which is not Residential. any statement or representation made by or on behalf of GroundSure which “Confidential Information” means the contents of this Contract and all is not set out and expressly agreed in writing in the Contract and all such information received from the Client as a result of, or in connection with, statements and representations are hereby excluded to the fullest extent this Contract other than permitted by law. (i) information which the Client can prove was rightfully in its 2.4 The Client acknowledges that terms and conditions appearing on a possession prior to disclosure by GroundSure and Client’s order form, printed stationery or other communication, or any (ii) any information which is in the public domain (other than by virtue of terms or conditions implied by custom, practice or course of dealing shall be a breach of this Contract). of no effect, and that this Contract shall prevail over all others in relation to “Support Services” means Support Services provided by GroundSure the Order. including, without limitation, interpreting third party and in-house 2.5 If the Client or Beneficiary requests insurance in conjunction with or as a environmental data, providing environmental support advice, undertaking result of the Services, GroundSure shall use reasonable endeavours to environmental audits and assessments, Site investigation, Site monitoring recommend such insurance, but makes no warranty that such insurance and related items. shall be available from insurers or that it will be offered on reasonable “Contract” means the contract between GroundSure and the Client for the terms. Any insurance purchased by the Client or Beneficiary shall be subject provision of the Services, and which shall incorporate these terms and solely to the terms of the policy issued by insurers and GroundSure will have conditions, the Order, and the relevant User Guide. no liability therefor. In addition you acknowledge and agree that “Third Party Data Provider” means any third party providing Third Party GroundSure does not act as an agent or broker for any insurance providers. Content to GroundSure. The Client should take (and ensure that the Beneficiary takes) independent “Data Reports” means reports comprising factual data with no advice to ensure that the insurance policy requested or offered is suitable accompanying interpretation. for its requirements. “Fees” has the meaning set out in clause 5.1. 2.6 GroundSure's quotations or proposals are valid for a period of 30 days “GroundSure” means GroundSure Limited, a company registered in England only unless an alternative period of time is explicitly stipulated by and Wales under number 03421028. Groundsure. 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(i) procure that the Beneficiary or any third party relying on the Services “Mapping” means a map, map data or a combination of historical maps of complies with and acts as if it is bound by the Contract and various ages, time periods and scales. (ii) be liable to GroundSure for the acts and omissions of the Beneficiary “Order” means an electronic, written or other order form submitted by the or any third party relying on the Services as if such acts and omissions were Client requesting Services from GroundSure in respect of a specified Site. those of the Client. “Ordnance Survey” means the Secretary of State for Business, Innovation 3.2 The Client shall be solely responsible for ensuring that the Services are and Skills, acting through Ordnance Survey, Adanac Drive, Southampton, appropriate and suitable for its and/or the Beneficiary’s needs. SO16 0AS, UK. 3.3 The Client shall supply to GroundSure as soon as practicable and “Order Website” means the online platform through which Orders may be without charge all requisite information (and the Client warrants that such placed by the Client and accepted by GroundSure. information is accurate, complete and appropriate), including without “Report” means a Risk Screening Report or Data Report for Commercial or limitation any environmental information relating to the Site and shall give Residential property. such assistance as GroundSure shall reasonably require in the provision of “Residential” means any building or property used as or intended to be used the Services including, without limitation, access to the Site, facilities and as a single dwelling. equipment. “Risk Screening Report” means a risk screening report comprising factual 3.4 Where the Client’s approval or decision is required to enable data with an accompanying interpretation by GroundSure. 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The Client may make the GroundSure information which is provided to GroundSure by a Third Party Data Materials available to a third party who is considering acquiring some or all Provider. of, or providing funding in relation to, the Site, but such third party cannot "User Guide" means the user guide, as amended from time to time, available rely on the same unless expressly permitted under clause 4. upon request from GroundSure and on the website (www.groundsure.com) 3.6 The Client is responsible for maintaining the confidentiality of its user and forming part of this Contract. name and password if using the Order Website and the Client acknowledges that GroundSure accepts no liability of any kind for any loss or damage suffered by the Client as a consequence of using the Order Website. 4 Reliance contained within Ordnance Survey’s OS Street Map) without first being in 4.1The Client acknowledges that the Services provided by GroundSure possession of a valid Paper Map Copying Licence from Ordnance Survey, consist of the presentation and analysis of Third Party Content and other 6.5 Notwithstanding clause 6.4, the Client may make reasonable use of the content and that information obtained from a Third Party Data Provider GroundSure Materials in order to advise the Beneficiary in a professional cannot be guaranteed or warranted by GroundSure to be reliable. capacity. 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(iv) the first purchaser or first tenant of the Site, and 7.Liability: Particular Attention Should Be Paid To This Clause (v) the professional advisers and lenders of the first purchaser or tenant 7.1 This Clause 7 sets out the entire liability of GroundSure, including any of the Site. liability for the acts or omissions of its employees, agents, consultants, 4.3 In respect of Support Services, only the Client, Beneficiary and parties subcontractors and Third Party Content, in respect of: expressly named in a Report and no other parties are entitled to rely on its (i) any breach of contract, including any deliberate breach of the contents. Contract by GroundSure or its employees, agents or 4.4 Save as set out in clauses 4.2 and 4.3 and unless otherwise expressly subcontractors; agreed in writing, no other person or entity of any kind is entitled to rely on (ii) any use made of the Reports, Services, Materials or any part any Services or Report issued or provided by GroundSure. Any party of them; and considering such Reports and Services does so at their own risk. (iii) any representation, statement or tortious act or omission (including 5 Fees and Disbursements negligence) arising under or in connection with the Contract. 5.1GroundSure shall charge and the Client shall pay fees at the rate and 7.2 All warranties, conditions and other terms implied by statute or common frequency specified in the written proposal, Order Website or Order law are, to the fullest extent permitted by law, excluded from the Contract. acknowledgement form, plus (in the case of Support Services) all proper 7.3 Nothing in the Contract limits or excludes the liability of the Supplier for disbursements incurred by GroundSure. The Client shall in addition pay all death or personal injury resulting from negligence, or for any damage or value added tax or other tax payable on such fees and disbursements in liability incurred by the Client or Beneficiary as a result of fraud or relation to the provision of the Services (together “Fees”). fraudulent misrepresentation. 5.2 The Client shall pay all outstanding Fees to GroundSure in full without 7.4 GroundSure shall not be liable for deduction, counterclaim or set off within 30 days of the date of (i) loss of profits; GroundSure’s invoice or such other period as may be agreed in writing (ii) loss of business; between GroundSure and the Client ("Payment Date"). Interest on late (iii) depletion of goodwill and/or similar losses; payments will accrue on a daily basis from the Payment Date until the date (iv) loss of anticipated savings; of payment (whether before or after judgment) at the rate of 8% per annum. (v) loss of goods; 5.3 The Client shall be deemed to have agreed the amount of any invoice (vi) loss of contract; unless an objection is made in writing within 28 days of the date of the (vii) loss of use; invoice. As soon as reasonably practicable after being notified of an (viii) loss or corruption of data or information; objection, without prejudice to clause 5.2 a member of GroundSure’s (ix) business interruption; management team will contact the Client and the parties shall then use all (x) any kind of special, indirect, consequential or pure economic loss, reasonable endeavours to resolve the dispute within 15 days. costs, damages, charges or expenses; (xi) loss or damage that arise as a result of the use of all or part of the 6 Intellectual Property and Confidentiality GroundSure Materials in breach of the Contract; 6.1 Subject to (xii) loss or damage arising as a result of any error, omission or inaccuracy (i) full payment of all relevant Fees and in any part of the GroundSure Materials where such error, omission or (ii) compliance with this Contract, the Client is granted (and is permitted inaccuracy is caused by any Third Party Content or any reasonable to sub-licence to the Beneficiary) a royalty-free, worldwide, non-assignable interpretation of Third Party Content; and (save to the extent set out in this Contract) non-transferable licence to (xiii) loss or damage to a computer, software, modem, telephone or other make use of the GroundSure Materials. property; and 6.2 All Intellectual Property in the GroundSure Materials are and shall (xiv) loss or damage caused by a delay or loss of use of GroundSure’s remain owned by GroundSure or GroundSure's licensors (including without internet ordering service. limitation the Third Party Data Providers) the Client acknowledges, and 7.5 GroundSure’s total liability in relation to or under the Contract shall be shall procure acknowledgement by the Beneficiary of, such ownership. limited to £10 million for any claim or claims. Nothing in this Contract purports to transfer or assign any rights to the 7.6 GroundSure shall procure that the Beneficiary shall be bound by Client or the Beneficiary in respect of such Intellectual Property. limitations and exclusions of liability in favour of GroundSure which accord 6.3 Third Party Data Providers may enforce any breach of clauses 6.1 and with those detailed in clauses 7.4 and 7.5 (subject to clause 7.3) in respect of 6.2 against the Client or Beneficiary. all claims which the Beneficiary may bring against GroundSure in relation to 6.4 The Client shall, and shall procure that any recipients of the GroundSure the Services or other matters arising pursuant to the Contract. Materials shall: 8 GroundSure’s right to suspend or terminate (i) not remove, suppress or modify any trade mark, copyright or other proprietary marking belonging to GroundSure or any third party from the 8.1 If GroundSure reasonably believes that the Client or Beneficiary has not Services; provided the information or assistance required to enable the proper (ii) use the information obtained as part of the Services in respect of the provision of the Services, GroundSure shall be entitled to suspend all further subject Site only, and shall not store or reuse any information obtained as performance of the Services until such time as any such deficiency has been part of the Services provided in respect of adjacent or nearby sites; made good. (iii) not create any product or report which is derived directly or 8.2 GroundSure shall be entitled to terminate the Contract immediately on indirectly from the Services (save that those acting in a professional capacity written notice in the event that: to the Beneficiary may provide advice based upon the Services); (i) the Client fails to pay any sum due to GroundSure within 30 days of (iv) not combine the Services with or incorporate such Services into any the Payment Date; or other information data or service; (ii) the Client (being an individual) has a bankruptcy order made against (v) not reformat or otherwise change (whether by modification, addition him or (being a company) shall enter into liquidation whether compulsory or or enhancement), the Services (save that those acting for the Beneficiary in voluntary or have an administration order made against it or if a receiver a professional capacity shall not be in breach of this clause 6.4(v) where such shall be appointed over the whole or any part of its property assets or reformatting is in the normal course of providing advice based upon the undertaking or if the Client is struck off the Register of Companies or Services); dissolved; or (vi) where a Report and/or Mapping contains material belonging to (iii) the Client being a company is unable to pay its debts within the Ordnance Survey, acknowledge and agree that such content is protected by meaning of Section 123 of the Insolvency Act 1986 or being an individual Crown Copyright and shall not use such content for any purpose outside of appears unable to pay his debts within the meaning of Section 268 of the receiving the Services; and Insolvency Act 1986 or if the Client shall enter into a composition or (vii) not copy in whole or in part by any means any map prints or run-on arrangement with the Client’s creditors or shall suffer distress or execution copies containing content belonging to Ordnance Survey (other than that to be levied on his goods; or (iv) the Client or the Beneficiary breaches any term of the Contract party as may have been notified by each party to the other for such purpose (including, but not limited to, the obligations in clause 4) which is incapable or in the absence of such notification the last known address. of remedy or if remediable, is not remedied within five days of notice of the 12.9 Such notice shall be deemed to have been received on the day of breach. delivery if delivered by hand, facsimile or email (save to the extent such day 9. Client’s Right to Terminate and Suspend is not a working day where it shall be deemed to have been delivered on the next working day) and on the second working day after the day of posting if 9.1 Subject to clause 10.1, the Client may at any time upon written notice sent by first class post. terminate or suspend the provision of all or any of the Services. 12.10 The Contract constitutes the entire agreement between the parties 9.2 In any event, where the Client is a consumer (and not a business) he/she and shall supersede all previous arrangements between the parties relating hereby expressly acknowledges and agrees that: to the subject matter hereof. (i) the supply of Services under this Contract (and therefore the 12.11 Each of the provisions of the Contract is severable and distinct from performance of this Contract) commences immediately upon GroundSure's the others and if one or more provisions is or should become invalid, illegal acceptance of the Order; and or unenforceable, the validity and enforceability of the remaining provisions (ii) the Reports and/or Mapping provided under this Contract are shall not in any way be tainted or impaired. (a) supplied to the Client's specification(s) and in any event 12.12 This Contract shall be governed by and construed in accordance with (b) by their nature cannot be returned. English law and any proceedings arising out of or connected with this 10 Consequences of Withdrawal, Termination or Suspension Contract shall be subject to the exclusive jurisdiction of the English courts. 10.1 Upon termination of the Contract: 12.13 GroundSure is an executive member of the Council of Property (i) GroundSure shall take steps to bring to an end the Services in an Search Organisation (CoPSO) and has signed up to the Search Code orderly manner, vacate any Site with all reasonable speed and shall deliver administered by the Property Codes Compliance Board (PCCB). All Risk to the Client and/or Beneficiary any property of the Client and/or Screening Reports shall be supplied in accordance with the provisions of the Beneficiary in GroundSure’s possession or control; and Search Code. (ii) the Client shall pay to GroundSure all and any Fees payable in respect 12.14 If the Client or Beneficiary has a complaint about the Services, written of the performance of the Services up to the date of termination or notice should be given to the Compliance Officer at GroundSure who will suspension. In respect of any Support Services provided, the Client shall also respond in a timely manner. pay GroundSure any additional costs incurred in relation to the termination 12.15 The Client agrees that it shall, and shall procure that each Beneficiary or suspension of the Contract. 11 Anti-Bribery shall, treat in confidence all Confidential Information and shall not, and shall 11.1 The Client warrants that it shall: procure that each Beneficiary shall not (i) disclose any Confidential (i) comply with all applicable laws, statutes and regulations relating to Information to any third party other than in accordance with the terms of anti-bribery and anti-corruption including but not limited to the Bribery Act this Contract; and (ii) use Confidential Information for a purpose other than 2010; the exercise of its rights and obligations under this Contract. Subject to (ii) comply with such of GroundSure's anti-bribery and anti-corruption clause 6.6, nothing shall prevent the Client or any Beneficiary from policies as are notified to the Client from time to time; and disclosing Confidential Information to the extent required by law. (iii) promptly report to GroundSure any request or demand for any undue © GroundSure Limited June 2013 financial or other advantage of any kind received by or on behalf of the Client in connection with the performance of this Contract. 11.2 Breach of this Clause 11 shall be deemed a material breach of this Contract. 12 General 12.1 The Mapping contained in the Services is protected by Crown copyright and must not be used for any purpose other than as part of the Services or as specifically provided in the Contract. 12.2 The Client shall be permitted to make one copy only of each Report or Mapping Order. Thereafter the Client shall be entitled to make unlimited copies of the Report or Mapping Order only in accordance with an Ordnance Survey paper map copy license available through GroundSure. 12.3 GroundSure reserves the right to amend or vary this Contract. No amendment or variation to this Contract shall be valid unless signed by an authorised representative of GroundSure. 12.4 No failure on the part of GroundSure to exercise, and no delay in exercising, any right, power or provision under this Contract shall operate as a waiver thereof. 12.5 Save as expressly provided in this Contract, no person other than the persons set out therein shall have any right under the Contract (Rights of Third Parties) Act 1999 to enforce any terms of the Contract. 12.6 The Secretary of State for Business, Innovation and Skills (“BIS”) or BIS’ successor body, as the case may be, acting through Ordnance Survey may enforce a breach of clause 6.4(vi) and clause 6.4(vii) of these terms and conditions against the Client in accordance with the provisions of the Contracts (Rights of Third Parties) Act 1999. 12.7 GroundSure shall not be liable to the Client if the provision of the Services is delayed or prevented by one or more of the following circumstances: (i) the Client or Beneficiary’s failure to provide facilities, access or information; (ii) fire, storm, flood, tempest or epidemic; (iii) Acts of God or the public enemy; (iv) riot, civil commotion or war; (v) strikes, labour disputes or industrial action; (vi) acts or regulations of any governmental or other agency; (vii) suspension or delay of services at public registries by Third Party Data Providers; (viii) changes in law; or (ix) any other reason beyond GroundSure’s reasonable control. In the event that GroundSure is prevented from performing the Services (or any part thereof) in accordance with this clause 12.6 for a period of not less than 30 days then GroundSure shall be entitled to terminate this Contract immediately on written notice to the Client. 12.8 Any notice provided shall be in writing and shall be deemed to be properly given if delivered by hand or sent by first class post, facsimile or by email to the address, facsimile number or email address of the relevant

GroundSure GS-1049923 Jacobs Engineering Reference: SHELDON COURT, WAGON LANE, COVENTRY ROAD, Your Reference: Serlby Park BIRMINGHAM , B26 3DU Report Date 30 Aug 2013 Report Delivery Email - pdf Method:

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