DESK STUDY REPORT Eastlang Road, Fillongley

The Cassidy Group

Charles Wake BSc (Hons) PhD FGS

Hilary Ilsley BSc (Jnt Hons) CBiol MSB

23 July 2014

ME50564/RE001

CONTENTS Page 1 INTRODUCTION 1 1.1 Objectives 1 1.2 Methodology 1 2 SITE DESCRIPTION 2 3 GEOLOGY, HYDROLOGY AND HYDROGEOLOGY 3 3.1 Geology 3 3.1.1 BGS Borehole Records 3 3.1.2 Background Soil Chemical Concentrations 3 3.2 Ground Workings, Mining History and Natural Cavities 4 3.3 Hydrology 4 3.4 Hydrogeology 4 4 SITE HISTORY Error! Bookmark not defined. 4.1 Site History Summary 6 5 INFORMATION HELD BY STATUTORY AUTHORITIES 7 5.1 Waste Management Facilities 7 5.2 Historic IPC, IPPC Part A and B Activities and Enforcements 7 5.3 Pollution Incidents to Controlled Waters 7 5.4 Discharge Consents 7 5.5 Fuel Sites 7 5.6 Current Industrial Data 7 5.7 Radon 8 5.8 Environmentally Sensitive Areas 8 6 UK CONTAMINATED LAND LEGISLATIVE FRAMEWORK 9 6.1 Legislation on Contaminated Land 9 7 CONCEPTUAL MODEL AND PRELIMINARY RISK ASSESSMENT 11 7.1 General 11 7.2 Potential Sources of Contamination 11 7.3 Receptors 11 7.4 Pathways 12 7.5 Pollutant Linkages 13 7.6 Preliminary Risk Assessment 14 8 CONCLUSIONS OF DESK STUDY / PREVIOUS REPORTS & RECOMMENDATIONS 15 8.1 Conclusions 15 8.2 Recommendations 15 9 REFERENCES Error! Bookmark not defined.

TABLES Table 1 Surrounding Land Use 2 Table 2 Geological Hazards 3 Table 3 Site History Summary 6 Table 4 Risk Matrix 10 Table 5 Potential Source-Pathway-Receptor Linkages for Human Health Risk Assessment 13 Table 6 Source Pathway Receptor Linkages for Controlled Waters Risk Assessment 13 Table 7 Preliminary Risk Assessment 14

ME50564 RE001 23-7-14 Contents

FIGURES Figure 1 Key Plan

APPENDICES Appendix A Limitations Appendix B Proposed Redevelopment Plan (GWH Drawing 6662_06) Appendix C Groundsure Report Appendix D Historical Map Extracts

ME50564 RE001 23-7-14 Contents

DESK STUDY REPORT EASTLANG ROAD FILLONGLEY, COVENTRY

1 INTRODUCTION jnpgroup (geoenvironmental) were instructed by The Cassidy Group to undertake a desk study of a site known as Eastlang Road, Fillongley (hereinafter referred to as ‘the site’). This report is subject to the limitations presented in Appendix A.

The proposed redevelopment is shown in GWH Drawing 6662_06 included in Appendix B. It is proposed to construct 41No. new houses and bungalows with associated gardens, open space and access roads.

Any comments given are based on the understanding that the proposed redevelopment will be as detailed above.

1.1 Objectives The purpose of the investigation was to address geotechnical and geoenvironmental issues relating to a proposed residential end-use of the site. The scope of work comprised desk study research and a site walkover. This report contains details of the site with regard to contaminated land issues, an initial conceptual model and a preliminary risk assessment.

1.2 Methodology This report has been compiled in accordance with the guidance given in the Environment Agency / Department of Environment, Food, and Rural Affairs (DEFRA) Contaminated Land Report 11 ‘Model Procedures for the Management of Land Contamination’ (Environment Agency. 2004) and the Environment Agency’s three reports entitled ‘Guiding Principles for Land Contamination’ (Environment Agency. 2010).

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2 SITE DESCRIPTION The site is located off Eastlang Road, Fillongley, Warwickshire approximately 150m east of the centre of the village Fillongley (see Figure 1 Key Plan). The site covers an area of approximately 1.39 hectares.

The site is approximately triangular in shape and slopes gently to the north. From the site walkover, the site is generally open grass, and is used for grazing. A small breezeblock stable block is present in the northern corner. The remains of a shed are present in the southern corner.

Overhead electricity cables cross the southern corner of the site.

The surrounding land uses are summarised in the following table.

Table 1 Surrounding Land Use Direction Land Use North Recreational East Agricultural South Residential West Residential

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3 GEOLOGY, HYDROLOGY AND HYDROGEOLOGY 3.1 Geology The geology of the site has been determined by reference to the 1:50,000 scale British Geological Survey (BGS) online Geoindex Tool (http://mapapps2.bgs.ac.uk/geoindex/home.html).

No artificial or Made Ground is indicated to be present underlying the site

The site is directly underlain by the Keresley Member of the Shropshire Formation (Upper Carboniferous). The Keresley Member is described by the BGS as ‘Redbed sequence; mudstone dominated in lower part but becoming increasingly arenaceous towards top. Thin Spirorbis limestone beds at some levels. Impersistent conglomerates in upper part’.

The following table details the risk of geological hazard potential on or underlying the site as identified in the Groundsure Report (included in Appendix C).

Table 2 Geological Hazards

Hazard Risk Shrinking or swelling clay Negligible Landslide ground Very low Ground dissolution Null-negligible Compressible soils Negligible Collapsible soils Very low Running sand Negligible

Hence geological hazards are not considered to present a constraint to development.

3.1.1 BGS Borehole Records jnpgroup have consulted online borehole records held by the BGS and there are no borehole records within 250m of the site. A test bore undertaken 500m to the south-west of the site indicates that coal underlies the site at a depth of approximately 600m below ground level.

3.1.2 Background Soil Chemical Concentrations The Groundsure Report provides an indication to the background concentrations of a number of metal contaminants commonly recorded in soils:

 arsenic <15mg/kg;

 cadmium < 1.8mg/kg;

 chromium 40 - 60mg/kg;

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 lead - <150mg/kg;

 nickel – 15 - 30mg/kg.

Therefore naturally elevated concentrations of metals are not anticipated at the site or in close proximity.

3.2 Ground Workings, Mining History and Natural Cavities  No historic surface ground workings are recorded to be present within 250m of the site;

 No historic underground workings within 1km of the site;

 No current ground workings within 1km of the site;

 There is a coal mining area within 1km of the site;

 Non-coal mining for chalk may have occurred at the site and within close proximity. These occurrences are reported to be either localised (unlikely) or infrequent (rare);

 There are no non-coal mining cavities located within 1km of the site;

 There are no natural cavities are located within 1km of the site;

 No brine or gypsum extraction within 1km of the site;

 No tin or clay mining areas within 1000m of the site.

3.3 Hydrology The nearest surface water feature is an unnamed tributary of the Didgley Brook, located along the north- eastern boundary of the site.

No river quality data is available for proximal watercourses.

The northernmost part of the site is located within a Flood Zone 3, which is defined as having a 1% chance of flooding in any given year.

3.4 Hydrogeology The Aquifer Maps contained in the Groundsure Report indicates that the site is underlain by a Principal Aquifer. The aquifer status refers to the Keresley Member.

The Environment Agency define a Principal Aquifer as:

“These are layers of rock or drift deposits that have high intergranular and/or fracture permeability - meaning they usually provide a high level of water storage. They may support water supply and/or river

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base flow on a strategic scale. In most cases, principal aquifers are aquifers previously designated as major aquifer”

The Groundsure Report lists one water abstraction from groundwater, located 830m to the north-west of the site, it Tamworth Road, Fillongley. The abstraction is for the purpose of water bottling.

The site’s proximity to groundwater Source Protection Zones (SPZs) was determined by reference to the Environment Agency’s website. These zones show the risk of contamination from any activities that might cause pollution in the area. The closer the activity, the greater the risk. The maps show three main zones (inner, outer and total catchment) to a groundwater source.

The site lies within a Zone III (Total Catchment) Source Protection Zone. The definition of a SPZ III is:

‘The area around a source within which all groundwater recharge is presumed to be discharged at the source. In confined aquifers, the source catchment may be displaced some distance from the source. For heavily exploited aquifers, the final Source Catchment Protection Zone can be defined as the whole aquifer recharge area where the ratio of groundwater abstraction to aquifer recharge (average recharge multiplied by outcrop area) is >0.75.’

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4 SITE HISTORY The history of the site and the surrounding area has been determined from historical map extracts. Copies of these extracts are included in Appendix D. The historical land uses on site and in close proximity to the site are summarised in the following table:

Table 3 Site History Summary

Date On site Historical Land Use Off site Historical Land Use

1888 The site is part of a larger open field. A footpath is Open fields are located north-west, north, east and denoted crossing the site in an east to west direction. south-west of the site. The village of Fillongley is located 150m to the west of the site. the closest structure is a vicarage, located 50m south-west of the site.

Earthworks are denoted 10m north of the site within an open field. On later maps a ‘well’ is denoted within the earthworked area.

No changes until…

1936 The boundaries of the field match the current site Some new houses are denoted 200m south-east of the boundaries. site.

1955 No changes. Additional sparse development in the Fillongley area

1968 No changes. New residential estate located immediately south and west of the site.

1972 The footpath is no longer denoted. A playground and toilets are denoted to the north of the site.

No subsequent significant changes.

4.1 Site History Summary No development has been denoted within the site boundaries.

The surrounding area has been of generally rural character, although residential development was undertaken immediately south and west of the site, prior to 1968.

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5 INFORMATION HELD BY STATUTORY AUTHORITIES This section details any relevant information held in the registers maintained by statutory bodies as identified in the Groundsure Report (Appendix C).

5.1 Waste Management Facilities The Groundsure Report identifies no licensed waste management facilities or landfills within 1km of the site.

5.2 Historic IPC, IPPC Part A and B Activities and Enforcements The Groundsure Report indicates that:

 There are no historic IPC authorisations within 500m of the study site;

 There are no Part A (1) and IPPC authorised activities within 1km of the site;

 There are no Part A (2) and Part B activity and enforcements within 500m of the site.

5.3 Pollution Incidents to Controlled Waters Records held by the Environment Agency identified a single minor incident to controlled waters, located 338m north-east of the site. The incident occurred in August 2001 and the pollutant was described as ‘sewage materials – final effluent’.

5.4 Discharge Consents The Groundsure Report identifies two licensed discharge consents within 1km of the site, summarised as follows:

 27m west of the site, domestic address, licensed to discharge ‘miscellaneous discharges – surface water’ into the River Bourne;

 310m north-west of the site, domestic address, licensed to discharge ‘sewage discharges – final/treated effluent – not water company’ into the Didgley Brook.

5.5 Fuel Sites The Groundsure Report identifies one active fuel station located 182m north-west of the site.

5.6 Current Industrial Data The Groundsure Report identifies no potentially contaminative industrial sites within 250m of the site.

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5.7 Radon The Groundsure Report states that the Health Protection Agency identified less than 1% of homes above the action level. The British Geological Survey Information Services Group indicates that no radon protection measures are necessary.

Reference to BRE211 ‘Radon: guidance on protective measures for new dwellings’ indicates that the site does not lie within an area where geological information indicates that basic radon protection may be required. Therefore no radon protection measures are considered necessary.

5.8 Environmentally Sensitive Areas The sensitive land use map within the Groundsure Report indicates that the site is located within a Nitrate Vulnerable Zone (NVZ). NVZs are designated areas where levels of nitrate in groundwater (due to agricultural practices) are above guideline values e.g. Drinking Water Standards. High levels of nitrate in groundwaters has given rise to environmental and health concerns and these have been reflected in the EC Nitrates Directive (91/676/EEC) which is aimed at reducing nitrate pollution in controlled waters from agriculture.

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6 UK CONTAMINATED LAND LEGISLATIVE FRAMEWORK 6.1 Legislation on Contaminated Land Given that the site is being assessed with the potential for future development, the most applicable appraisal relates to the requirements of the Planning Regime as described in the newly drafted National Planning Policy Framework. In order to proceed with an assessment of contamination issues it is essential that we comply with UK guidance as detailed within the Environment Agency’s published reports ‘Model Procedures for the Management of Land Contamination’ (Environment Agency. 2004) and ‘Guiding Principles for Land Contamination’ (Environment Agency. 2010).

Part IIA of the Environmental Protection Act, 1990, which was enacted by Section 57 of the Environment Act 1995 and the associated Contaminated Land (England) Regulations 2000 (SI 2000/227) was introduced on 1 April 2000. It created a new statutory regime for the identification and remediation of land where contamination poses an unacceptable risk to human health and the environment. The guidance was subject to a review by DEFRA in 2012 and a revision was published.

Part IIA provides a statutory definition of contaminated land:

“any land which appears to the Local Authority in whose area it is situated to be in such a condition by reason of substances in, on or under the land, that significant harm is being caused, or that there is a significant possibility of significant harm being caused, or that pollution of controlled waters is being or is likely to be caused”.

Controlled waters are considered to be all groundwaters, inland surface waters and estuarine and coastal waters.

To determine whether land falls under the Part IIA definition of contaminated land the site should be evaluated in the context of a risk based framework. The assessment of contaminated land is typically a two-phase process which is initially based on a qualitative assessment of the likelihood of complete pollution linkages, with a quantitative element which seeks to determine the degree and the significance of the harm. Land is only defined as ‘Contaminated Land’ if a “significant pollutant linkage” is present.

A pollutant linkage must comprise the following:

Source - a contaminant at a concentration capable of causing adverse health or environmental effects.

Receptor - there must be a receptor (e.g. human, controlled waters, ecological or property) present, which may be at risk of harm or impact from the source.

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Pathway - there must be an exposure pathway through which the receptor comes into contact with the contamination source.

Each of these elements can exist independently but they create risk only when they are linked together, so that a particular contaminant affects a particular receptor through a particular pathway.

The responsible authority then needs to consider whether the identified pollution linkage:

 is resulting in significant harm being caused to the receptor in the pollutant linkage;

 presents a significant possibility of significant harm being caused to that receptor;

 is resulting in the pollution of controlled waters, which constitute the receptor; or is likely to result in such pollution.

If a pollutant linkage is demonstrated, then the Part IIA legislation provides powers for remedial action to be enforced by the Local Authority in whose area the contaminated land is situated.

In addition jnpgroup has undertaken a preliminary risk assessment based on the probability of receptor exposure to the identified source and the consequences of such exposure.

Risk management, which can include site surfacing, formal management systems, legal requirements; is then considered to provide an overall residual risk. The categories of environmental risk used by jnpgroup are given in Table 4 that follows.

Table 4 Risk Matrix

Environmental Risk

HIGH Issues within this category likely to provide a significant cost or liability. Further detailed investigation may be required to clarify the risk.

MEDIUM It is possible that issues within this category may provide a cost or liability. Further investigation may be required to clarify the risk.

LOW It is unlikely that issues within this category will provide a significant cost or liability. Basic investigation may be required to clarify the risk.

NONE No source – pathway – receptor linkage present.

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7 CONCEPTUAL MODEL AND PRELIMINARY RISK ASSESSMENT 7.1 General This section uses information from historical maps to provide a conceptual model and qualitative assessment of the potential risks posed to human health and environmental receptors from potential on- site and off-site sources of contamination. The assessment is presented as a ‘source-pathway-receptor’ model in accordance with Part IIA of the Environmental Protection Act 1990.

The conceptual model has been developed assuming that the site will be redeveloped for residential housing with private gardens.

7.2 Potential Sources of Contamination Potential On-site Sources of Contamination  No development has been denoted at the site, however it is known that a stable block has been constructed in the north of the site.

 Heavy metals and hydrocarbons associated with limited Made Ground materials may be present in the northern part of the site.

Potential Off-Site Sources of Contamination  There are no potential off-site sources of contamination. The site is surrounded by residential properties or agricultural ground.

 The worked ground immediately north of the site identified from the historical maps is of unknown origin and purpose. Consequently, until proved otherwise, this must be assumed to be a potential source of ground gas.

7.3 Receptors The site is to be redeveloped for residential housing with private gardens. In addition the site overlies a Principal Aquifer (Keresley Member) and lies within a groundwater Source Protection Zone. The primary receptors, considered to be potentially at risk from any identified contamination are as follows:

Human Health  Construction workers during the redevelopment phase;

 Residential end users.

Controlled Waters  The Keresley Member is considered a Principal Aquifer. Additionally a groundwater abstraction for potable water is locatded 830m from the site. consequently, jnpgroup consider groundwater and the potable abstraction to be receptors to contamination.

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 The nearest controlled surface water is located immediately north of the site. jnpgroup therefore consider this to be a potential receptor.

Ecological

 The site is located adjacent to a watercourse. Sensitive species may therefore be present.

7.4 Pathways Potential contaminant migration pathways considered relevant to the site are:

Human Health  Ingestion of contaminated soils and dust particles;

 Direct physical contact with near surface soils and contaminated dust particles;

 Inhalation of wind blown contaminated dust;

 Inhalation of vapours and gases, migrating vertically into the atmosphere;

 Inhalation of vapours and gases, migrating vertically into buildings and confined spaces;

 Consumption of vegetables cultivated in contaminated soils.

Infrastructure  Water supply pipework.

Controlled Waters  Leaching of contaminants in Made Ground;

 Lateral migration of contaminated groundwater into the adjacent stream;

 Vertical migration of contaminated shallow groundwater impacting deeper groundwater in the aquifer sequence;

 Runoff of site-derived contamination into the adjacent stream during construction.

Ecological

 Migration of contamination through groundwater and subsequent update by plant roots;

 Direct contact between ecological receptors and contaminated surface water;

 Direct contact between ecological receptors and contaminated soils;

 Ingestion of contaminated soils/surface waters by ecological receptors;

 Inhalation of vapours or wind-blow dust by ecological receptors.

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7.5 Pollutant Linkages A 'pollutant linkage' describes the relationship between a contaminant, a pathway and a receptor, a 'pollutant' being the contaminant in a pollutant linkage. A contaminant, pathway and receptor must all be present for a pollutant linkage to exist, which forms the basis for determination that a piece of land is Contaminated Land. Potential sources, pathways and receptors have been assessed. The following table summarises the significant pollutant linkages potentially active at the site.

Table 5 Potential Source-Pathway-Receptor Linkages for Human Health Risk Assessment

Source Pathway Receptor

On site female child: 0 - 6 yrs old Ingestion of soil On site construction worker Ingestion of household dust On site female child: 0 - 6 yrs old Ingestion of contaminated vegetables On site female child: 0 - 6 yrs old Ingestion of soil attached to vegetables On site female child: 0 - 6 yrs old On site female child: 0 - 6 yrs old Dermal contact On site construction worker Contaminated soils Dermal contact with household dust On site female child: 0 - 6 yrs old On site construction worker Inhalation of fugitive soil dust On site female child: 0 - 6 yrs old Inhalation of fugitive household dust On site construction worker On site female child: 0 - 6 yrs old Inhalation of vapours in outdoor air On site construction worker Inhalation of vapours in indoor air On site female child: 0 - 6 yrs old Contact with contaminated soils Water supply pipework End Users Ground Gas Vertical and Lateral Migration Residential Housing Services and Infrastructure

Table 6 Source Pathway Receptor Linkages for Controlled Waters Risk Assessment

Source Pathway Receptor

Groundwater stored in the Keresley Leaching Mechanisms Contaminated soils Member (abstraction point) Runoff during construction works Adjacent stream Contaminated Groundwater stored in the Keresley Vertical migration groundwater Member (abstraction point) Contaminated Lateral and vertical migration (baseflow) Adjacent stream groundwater

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7.6 Preliminary Risk Assessment From the information obtained from the desk study jnpgroup has undertaken a preliminary risk assessment.

Table 7 Preliminary Risk Assessment

ISSUE RISK JUSTIFICATION

The site has not been subject to previous LAND LOW development, with the exception of the construction of a small stables block.

The site is located on productive strata (Principal Aquifer) and is within a SPZ, GROUNDWATER LOW however no significant sources of contamination have been identified.

The nearest surface water course is adjacent SURFACE WATER LOW to the site boundary to the north.

Based on the assumption that there are no ECOLOGY LOW sensitive/ protected species on site (subject to any ecological survey undertaken).

The conceptual model has been refined and the plausible pollutant linkages evaluated against generic criteria in accordance with joint defra / Environment Agency publication ‘Model Procedures for the Management of Land Contamination' (Environment Agency. 2004).

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8 CONCLUSIONS OF DESK STUDY / PREVIOUS REPORTS & RECOMMENDATIONS 8.1 Conclusions

The desk study has identified that:

 The site is underlain by the Keresley Member. No superficial deposits are denoted.

 No development has been denoted at the site, however it is known that a stable block has been constructed in the north of the site.

 Heavy metals and hydrocarbons associated with limited Made Ground materials may be present in the northern part of the site.

 Radon gas protection is not required;

 The northern corner of the site is located within a Flood Zone 3 (1% chance of flooding in any year);

Based on information contained within desk study work it is the opinion of jnpgroup that the potential site conditions provide a LOW environmental risk and hence basic investigation and assessment is required

8.2 Recommendations Based on the conclusions from the desk study and the intended redevelopment of the site (as indicated on the proposed redevelopment plan included in Appendix B jnpgroup recommend that the following intrusive works be undertaken:

 Chemical testing of Made Ground and natural soils beneath the site. This testing should comprise a general screen for metals and hydrocarbons. Where Made Ground is encountered, it is recommended that leachate testing for metals is undertaken. Additionally, it is recommended that soils in proximity to the stables in the north of the site, and any imported materials are screened for asbestos.

 Testing of the soils to identify volume change potential of any cohesive material, concrete classification and predicted CBR values;

 The installation of gas monitoring standpipes should significant thicknesses of putrescible material be encountered,

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Prepared by

CHARLES WAKE BSc (Hons) PhD FGS Geoenvironmental Engineer

Approved by

HILARY ILSLEY BSc (Jnt Hons) MSc CBiol MSB Principal Geoenvironmental Scientist

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FIGURES 1 Key Plan Figure 1 Site Location Plan Project: Eastlang Road, Fillongley

Project No: ME50564

The site

INSERT MAP OF SITE HERE

THIS SHOULD BE FROM OS ONLINE MAPPING AT

1:25,000 SCALE

Reproduced from Ordnance Survey with the permission of the National Mapping Agency of Great Britain. Crown Copyright Reserved Licence No. AL813427

QD049 Issue A APPENDIX A Limitations

1 NOTES ON LIMITATIONS

1.1 Introduction

This report is confidential and has been prepared solely for the benefit of the client and those parties with whom a warranty agreement has been executed, or with whom an assignment has been agreed. Should any third party wish to use or rely upon the contents of the report, written approval must be sought from jnpgroup; a charge may be levied against such approval. jnpgroup accepts no responsibility or liability for the consequences of this document being used for any purpose or project other than for which it was commissioned, and: this document to any third party with whom and agreement has not been executed.

Any comments given are based on the understanding that the proposed re-development will be as detailed above. The details contained within this report reflect the site conditions prevailing at the time of investigation. jnpgroup warrants the accuracy of this report up to and including that date. Additional information, improved practice or changes in legislation may necessitate this report having to be reviewed in whole or in part after that date. If necessary, this report should be referred back to jnpgroup for re- assessment and, if necessary, re-appraisal.

This report is only valid when used it its entirety. Any information or advice included in the report should not be relied upon until considered in the context of the whole report. Whilst this report and the opinion made herein are correct to the best of jnpgroups’ belief, jnpgroup cannot guarantee the accuracy or completeness of any information provided by third parties.

The report represents the finding and opinions of experience geotechnical and geoenvironmental engineers. jnpgroup does not provide legal advice and the advice of lawyers may also be required. jnpgroup has provided advice and made recommendations based on the findings of the work undertaken, however this is subject to the approval / acceptance by the relevant regulatory authorities.

1.2 Phase I Environmental Audits

The work undertaken to provide the basis of this report comprised a study of available documented information from a variety of sources (including the Client), together with (where appropriate) a brief walk over inspection of the site. The opinions given in this report have been dictated by the finite data on which they are based and are relevant only to the purpose for which the report was commissioned. The information reviewed should not be considered exhaustive and has been accepted in good faith as providing true and representative data pertaining to site conditions. Should additional information become available which may affect the opinions expressed in this report, jnpgroup reserves the right to review such information and, if warranted, to modify the opinions accordingly. It should be noted that any risks identified in this report are perceived risks based on the information reviewed; actual risks can only be assessed following a physical investigation of the site.

APPENDIX B Proposed Layout Plan GWH Drawing 6662_06

2

m

4 6 7 6 2 2 1 41 41

and

12

Number

way

2 2

2

2 2 2 2 2

cable cable

m m

m

of of

1280.00

m m m m m

Notes

63

57 67 74 90 110 112

74 1) This drawing MUST NOT BE SCALED.

right right

Area

2) All dimensions to be CHECKED ON SITE and

voltage voltage any DISCREPANCY reported to the Architects.

easment

3) The site boundary shown is the best assumed

m m

from available data and does NOT represent

High High legal ownership.

existing existing

12

Schedule

bungalow

bungalow house house house house house maisonette

Site Site

Space

Indicative Indicative Overhead assumed

bedroom bedroom

bedroom bedroom bedroom bedroom bedroom bedroom bedroom bedroom

Style

3

2 2 2 3 4 4 2

Open Open

Total

J

/

Type A B C G D E F H Sub Total Public

2

m

74 74

.

36

N

16

15

13

14

13

13

G

G

B B

B

12

14

16

16

15

15

B

14

A

11

11

12

17

10

17

18

10

18

2

19

/

20

19

1

9

20

D

3

20

21

C

C

J

9

21

/

C

D

4

A

H

21

22

22

2

3

5

D

17

Park

6

8

18

2

22

D

19

1

7

23

1

4

C

8

C

28

24

B

C

5

25

27

B

5

23

G

6

26

6

E

F

7

G

7

23

E

24

28

24

F

28

25

27

25

26

27

39

39

-

B

38

64

62

29

38 39

29 Sta

37

A

Community Centre

B 34

37 60

35

38 37

34 Sub A 2

36 56 to

35 54

30 G

B El

36

30 36

G EASTLANG

PCs

B

35

29

G

34

34

31

B

34

32

30 ROAD

33 35

31

B 32

41 31

25

40

32 D

D Site Schedule 103 Top Revisions.

101

41 15

40

Hill Hill APPROVAL INFORMATION Type Style Area Number 11 2 A 3 bedroom bungalow 74m 4 PRELIMINARY FOR CONSTRUCTION 18 B 2 bedroom bungalow 57m2 12 10 C 2 bedroom house 67m2 6 Project

2 EASTLANG ROAD

G 2 bedroom house 74m 7 FILLONGLEY

LANE 26 2

D 3 bedroom house 90m 6 1 m

2 2 CHURCH E 4 bedroom house 110m 2

2 . Brookland

House 2 F 4 bedroom house 112m 2 Client H/J 2 bedroom maisonette 63m2 1

119 CASSIDY GROUP Sub Total 41 4098 B Drawing Title 36 PROPOSED SKETCH LAYOUT 3 CROFT Total 41

14 Drawing By Checked By

Vicarage Public OpenCRESCENT Space 1280.00m2 AJL PJT

Date Scale 7 Indicative existing right of way The The 24-06-14 1:500@A1

Overhead High voltage cable and

ADKINS 1 Drawing Number Revision assumed 12m easmentHOLBECHE 6662 / 06

BERESFORD HOUSE 1 NEWTOWN STREET LEICESTER LE1 6WH TEL. 0116 254 7868 FAX. 0116 255 7293 EMAIL. [email protected]

www.gwh.co.uk

Gordon White & Hood Ltd Registered In England No.4088022 Fillongley APPENDIX C Groundsure Report jnpgroup GroundSure GS-1531316 Reference: 4-12 J N P GROUP, MORTON STREET, LEAMINGTON SPA, CV32 5SY Your Reference: 3653

Report Date 27 Jun 2014

Report Delivery Email - pdf Method:

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Address: 15,EASTLANG ROAD,FILLONGLEY,COVENTRY, CV7 8ER

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.

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Enc. GroundSure EnviroInsight GroundSure EnviroInsight

Address: 15,EASTLANG ROAD,FILLONGLEY,COVENTRY, CV7 8ER

Date: 27 Jun 2014

Reference: GS-1531316

Client: jnpgroup

NW N NE

W E

SW S SE Aerial Photograph Capture date: 16-Jul-2006 Grid Reference: 428281,287182 Site Size: 1.39ha Contents Page

Contents Page ...... 3 Overview of Findings...... 5 Using this report...... 8 1. Environmental Permits, Incidents and Registers Map...... 9 1. Environmental Permits, Incidents and Registers...... 10 1.1 Industrial Sites Holding Licences and/or Authorisations...... 10 1.1.1 Records of historic IPC Authorisations within 500m of the study site:...... 10 1.1.2 Records of Part A(1) and IPPC Authorised Activities within 500m of the study site:...... 10 1.1.3 Records of Water Industry Referrals (potentially harmful discharges to the public sewer) within 500m of the study site:...... 10 1.1.4 Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site:...... 10 1.1.5 Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site:...... 10 1.1.6 Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site:...... 11 1.1.7 Records of Part A(2) and Part B Activities and Enforcements within 500m of the study site: ...... 11 1.1.8 Records of Category 3 or 4 Radioactive Substances Authorisations:...... 11 1.1.9 Records of Licensed Discharge Consents within 500m of the study site:...... 11 1.1.10 Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site:...... 12 1.2 Dangerous or Hazardous Sites...... 12 1.3 Environment Agency Recorded Pollution Incidents...... 12 1.3.1 Records of National Incidents Recording System, List 2 within 500m of the study site:...... 12 1.3.2 Records of National Incidents Recording System, List 1 within 500m of the study site:...... 12 1.4 Sites Determined as Contaminated Land under Part 2A EPA 1990...... 12 2. Landfill and Other Waste Sites Map...... 13 2. Landfill and Other Waste Sites...... 14 2.1 Landfill Sites...... 14 2.1.1 Records from Environment Agency landfill data within 1000m of the study site: ...... 14 2.1.2 Records of Environment Agency historic landfill sites within 1500m of the study site: ...... 14 2.1.3 Records of BGS/DoE non-operational landfill sites within 1500m of the study site:...... 14 2.1.4 Records of Local Authority landfill sites within 1500m of the study site:...... 14 2.2 Other Waste Sites...... 14 2.2.1 Records of waste treatment, transfer or disposal sites within 500m of the study site: ...... 14 2.2.2 Records of Environment Agency licensed waste sites within 1500m of the study site: ...... 15 3. Current Land Use Map...... 16 3. Current Land Uses...... 17 3.1 Current Industrial Data...... 17 3.2 Petrol and Fuel Sites...... 17 3.3 Underground High Pressure Oil and Gas Pipelines...... 18 4. Geology...... 19 4.1 Artificial Ground and Made Ground...... 19 4.2 Superficial Ground and Drift Geology ...... 19 4.3 Bedrock and Solid Geology ...... 19 5. Hydrogeology and Hydrology...... 20 5a. Aquifer Within Superficial Geology...... 20 5b. Aquifer Within Bedrock Geology and Abstraction Licenses...... 21 5c. Hydrogeology – Source Protection Zones and Potable Water Abstraction Licenses...... 22 5d. Hydrology – Detailed River Network and River Quality...... 23 5. Hydrogeology and Hydrology...... 24 5.1 Aquifer within Superficial Deposits...... 24 5.2 Aquifer within Bedrock Deposits...... 24 5.3 Groundwater Abstraction Licences...... 25 5.4 Surface Water Abstraction Licences...... 26 5.5 Potable Water Abstraction Licences...... 26 5.6 Source Protection Zones...... 27 5.7 River Quality...... 27 5.7.1 Biological Quality:...... 27 5.7.2 Chemical Quality:...... 27 5.8 Detailed River Network...... 28 5.9 Surface Water Features ...... 29 6. Environment Agency Flood Map for planning (from rivers and the sea)...... 30 6. Flooding...... 31 6.1 Zone 2 Flooding...... 31 6.2 Zone 3 Flooding...... 31 6.3 Flood Defences...... 31 6.4 Areas benefiting from Flood Defences...... 32 6.5 Areas benefiting from Flood Storage...... 32 6.6 Groundwater Flooding Susceptibility Areas...... 32 6.6.1 Are there any British Geological Survey groundwater flooding susceptibility areas within 50m of the boundary of the study site?...... 32 6.6.2 What is the highest susceptibility to groundwater flooding in the search area based on the underlying geological conditions?...... 32 6.7 Groundwater Flooding Confidence Areas...... 32 7. Designated Environmentally Sensitive Sites Map...... 33 7. Designated Environmentally Sensitive Sites...... 34 7.1 Records of Sites of Special Scientific Interest (SSSI) within 2000m of the study site:...... 34 7.2 Records of National Nature Reserves (NNR) within 2000m of the study site:...... 34 7.3 Records of Special Areas of Conservation (SAC) within 2000m of the study site:...... 34 7.4 Records of Special Protection Areas (SPA) within 2000m of the study site:...... 34 7.5 Records of Ramsar sites within 2000m of the study site:...... 34 7.6 Records of Ancient Woodland within 2000m of the study site: ...... 35 7.7 Records of Local Nature Reserves (LNR) within 2000m of the study site:...... 35 7.8 Records of World Heritage Sites within 2000m of the study site:...... 35 7.9 Records of Environmentally Sensitive Areas within 2000m of the study site: ...... 35 7.10 Records of Areas of Outstanding Natural Beauty (AONB) within 2000m of the study site: ...... 35 7.11 Records of National Parks (NP) within 2000m of the study site: ...... 35 7.12 Records of Nitrate Sensitive Areas within 2000m of the study site:...... 36 7.13 Records of Nitrate Vulnerable Zones within 2000m of the study site:...... 36 8. Natural Hazards Findings...... 37 8.1 Detailed BGS GeoSure Data...... 37 8.1.1 Shrink Swell...... 37 8.1.2 Landslides...... 37 8.1.3 Soluble Rocks...... 37 8.1.4 Compressible Ground...... 38 8.1.5 Collapsible Rocks...... 38 8.1.6 Running Sand...... 38 9. Mining...... 39 9.1 Coal Mining...... 39 9.2 Shallow Mining...... 39 9.3 Brine Affected Areas ...... 39 Contact Details...... 40 Standard Terms and Conditions...... 41 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.

Section 1: Environmental Permits, On-site 0-50m 51-250 251-500 Incidents and Registers

1.1 Industrial Sites Holding Environmental Permits and/or Authorisations

1.1.1 Records of historic IPC Authorisations 0 0 0 0

1.1.2 Records of Part A(1) and IPPC Authorised Activities 0 0 0 0

1.1.3 Records of Water Industry Referrals (potentially harmful 0 0 0 0 discharges to the public sewer)

1.1.4 Records of Red List Discharge Consents (potentially harmful 0 0 0 0 discharges to controlled waters)

1.1.5 Records of List 1 Dangerous Substances Inventory sites 0 0 0 0

1.1.6 Records of List 2 Dangerous Substances Inventory sites 0 0 0 0

1.1.7 Records of Part A(2) and Part B Activities and Enforcements 0 0 0 0

1.1.8 Records of Category 3 or 4 Radioactive Substances 0 0 0 0 Authorisations

1.1.9 Records of Licensed Discharge Consents 0 3 0 1

1.1.10 Records of Planning Hazardous Substance Consents and 0 0 0 0 Enforcements

1.2 Records of COMAH and NIHHS sites 0 0 0 0

1.3 Environment Agency Recorded Pollution Incidents

1.3.1 National Incidents Recording System, List 2 0 0 0 2

1.3.2 National Incidents Recording System, List 1 0 0 0 0

1.4 Sites Determined as Contaminated Land under Part 2A EPA 1990 0 0 0 0

Section 2: Landfill and Other Waste 1000- On-site 0-50m 51-250 251-500 501-1000 Sites 5000

2.1 Landfill Sites

2.1.1 Environment Agency Registered Landfill Sites 0 0 0 0 0 Not searched

2.1.2 Environment Agency Historic Landfill Sites 0 0 0 0 0 0

2.1.3 BGS/DoE Landfill Site Survey 0 0 0 0 0 0

2.1.4 GroundSure Local Authority Landfill Sites Data 0 0 0 0 0 0

2.2 Landfill and Other Waste Sites Findings

2.2.1 Operational and Non-Operational Waste Treatment, Transfer 0 0 0 0 Not searched Not searched and Disposal Sites

2.2.2 Environment Agency Licensed Waste Sites 0 0 0 0 0 0 Section 3: Current Land Use On-site 0-50m 51-250 251-500

3.1 Current Industrial Sites Data 0 1 6 Not searched

3.2 Records of Petrol and Fuel Sites 0 0 1 0

3.3 Underground High Pressure Oil and Gas Pipelines 0 0 0 0

Section 4: Geology

4.1 Are there any records of Artificial Ground and Made Ground No present beneath the study site?

4.2 Are there any records of Superficial Ground and Drift Geology None present beneath the study site?

4.3 For records of Bedrock and Solid Geology beneath the study site see the detailed findings section.

Section 5: Hydrogeology and Hydrology 0-500m

5.1 Are there any records of Strata Classification in the Superficial Yes Geology within 500m of the study site?

5.2 Are there any records of Strata Classification in the Bedrock Yes Geology within 500m of the study site? 1000- On-site 0-50m 51-250 251-500 501-1000 2000 5.3 Groundwater Abstraction Licences (within 2000m of the study 0 0 0 0 4 4 site)

5.4 Surface Water Abstraction Licences (within 2000m of the study 0 0 0 0 0 1 site)

5.5 Potable Water Abstraction Licences (within 2000m of the study 0 0 0 0 4 0 site)

5.6 Source Protection Zones (within 500m of the study site) 1 0 0 0 Not searched Not searched 1000- On-site 0-50m 51-250 251-500 501-1000 1500 5.7 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 3 3 12 Not searched Not searched

5.9 Surface water features within 250m of the study site No Yes Yes Not searched Not searched Not searched

Section 6: Flooding

6.1 Are there any Environment Agency Zone 2 floodplains within Yes 250m of the study site?

6.2 Are there any Environment Agency Zone 3 floodplains within Yes 250m of the 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 No of the study site?

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

6.6 What is the maximum BGS Groundwater Flooding susceptibility Potential below Surface within 50m of the study site?

6.7 What is the BGS confidence rating for the Groundwater Flooding Moderate susceptibility areas? Section 7: Designated Environmentally 1000- On-site 0-50m 51-250 251-500 501-1000 Sensitive Sites 2000

7.1 Records of Sites of Special Scientific Interest (SSSI) 0 0 0 0 0 0

7.2 Records of National Nature Reserves (NNR) 0 0 0 0 0 0

7.3 Records of Special Areas of Conservation (SAC) 0 0 0 0 0 0

7.4 Records of Special Protection Areas (SPA) 0 0 0 0 0 0

7.5 Records of Ramsar sites 0 0 0 0 0 0

7.6 Records of Ancient Woodlands 0 0 0 0 0 2

7.7 Records of Local Nature Reserves (LNR) 0 0 0 0 0 0

7.8 Records of World Heritage Sites 0 0 0 0 0 0

7.9 Records of Environmentally Sensitive Areas 0 0 0 0 0 0

7.10 Records of Areas of Outstanding Natural Beauty (AONB) 0 0 0 0 0 0

7.11 Records of National Parks 0 0 0 0 0 0

7.12 Records of Nitrate Sensitive Areas 0 0 0 0 0 0

7.13 Records of Nitrate Vulnerable Zones 1 0 0 0 0 1

Section 8: Natural Hazards

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

Section 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 Negligible 150m of the study site?

9.3 Are there any brine affected areas within 75m of the study site? No 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 & Condi - tions 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 Authorit- ies, 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 po- tentially 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 Outstand- ing 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. 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 fol- lowing format -Id: 1, Id: 2, etc. Where numerous features on the same map are in such close proximity that the num - bers 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. 1. Environmental Permits, Incidents and Registers Map

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

Report Reference: GS-1531316 Client Reference: 3653 9 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:

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

Database searched and no data found.

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

0

Database searched and no data found.

1.1.3 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.

1.1.4 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.

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

0

Database searched and no data found.

Report Reference: GS-1531316 Client Reference: 3653 10 1.1.6 Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site:

0

Database searched and no data found.

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

0

Database searched and no data found.

1.1.8 Records of Category 3 or 4 Radioactive Substances Authorisations:

0

Database searched and no data found.

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

4

The following Licensed Discharge Consents records are represented as points on the Environmental Permits, Incidents and Registers Map:

ID Distance Direction NGR Details

Address: Brookside, (residential Development Receiving Water: River Bourne Adj.), Church Lane, Fillongley, Nr Coventry, Status: Pre Nra Legislation Where Issue Date < Warks 428170 01-sep-89 (historic Only) 3A 27.0 W Effluent Type: Miscellaneous Discharges - 287280 Issue date: - Surface Water Effective Date: - Permit Number: S34/SW/8/137 Revocation Date: - Permit Version: 1 Address: Brookside, (residential Development Receiving Water: River Bourne Adj.), Church Lane, Fillongley, Nr Coventry, Status: Pre Nra Legislation Where Issue Date < Warks 428180 01-sep-89 (historic Only) 4 28.0 NW Effluent Type: Miscellaneous Discharges - 287310 Issue date: - Surface Water Effective Date: - Permit Number: S34/SW/8/137 Revocation Date: - Permit Version: 1 Address: Brookside, (residential Development Receiving Water: River Bourne Adj.), Church Lane, Fillongley, Nr Coventry, Status: Pre Nra Legislation Where Issue Date < Warks 428170 01-sep-89 (historic Only) 5A 29.0 W Effluent Type: Miscellaneous Discharges - 287290 Issue date: - Surface Water Effective Date: - Permit Number: S34/SW/8/137 Revocation Date: - Permit Version: 1 Receiving Water: Didgeley Brook Trib R. Address: Orchard Loft, 22a St Mary's Road, Bourne Fillongley, Warwickshire, CV7 8EY Status: New Consent (wra 91, S88 & Sched 10 428090 Effluent Type: Sewage Discharges - 6 310.0 NW As Amended By Env Act 1995) 287580 Final/treated Effluent - Not Water Company Issue date: 17/3/2005 Permit Number: T/15/36101/S Effective Date: 17/3/2005 Permit Version: 1 Revocation Date: -

Report Reference: GS-1531316 Client Reference: 3653 11 1.1.10 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

1.3.1 Records of National Incidents Recording System, List 2 within 500m of the study site:

2

The following NIRS List 2 records are represented as points on the Environmental Permits, Incidents and Registers Map:

ID Distance Direction NGR Details

Incident Date: 24/08/2001 Water Impact: Category 3 (Minor) 428520 Incident Identification: 26704 1 338.0 NE Land Impact: Category 4 (No Impact) 287500 Pollutant: Sewage Materials Air Impact: Category 4 (No Impact) Pollutant Description: Final Effluent Incident Date: 21/08/2001 Water Impact: Category 3 (Minor) 428390 Incident Identification: 25747 2 379.0 NE Land Impact: Category 4 (No Impact) 287630 Pollutant: Sewage Materials Air Impact: Category 4 (No Impact) Pollutant Description: Final Effluent

1.3.2 Records of National Incidents Recording System, List 1 within 500m of the study site:

0

Database searched and no data found.

1.4 Sites Determined as Contaminated Land under Part 2A 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-1531316 Client Reference: 3653 12 2. Landfill and Other Waste Sites Map

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

Report Reference: GS-1531316 Client Reference: 3653 13 2. Landfill and Other Waste Sites

2.1 Landfill Sites

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

2.2 Other Waste Sites

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

0

Database searched and no data found.

Report Reference: GS-1531316 Client Reference: 3653 14 2.2.2 Records of Environment Agency licensed waste sites within 1500m of the study site:

0

Database searched and no data found.

Report Reference: GS-1531316 Client Reference: 3653 15 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-1531316 Client Reference: 3653 16 3. Current Land Uses

3.1 Current Industrial Data

Records of potentially contaminative industrial sites within 250m of the study site: 7

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

Distance ID Direction Company NGR Address Activity Category (m)

Electricity 428261 1 20.0 SW CV7 Electrical Features Infrastructure and Facilities Sub Station 287011 F E & C J 428025 Coventry Road, Fillongley, 2 172.0 W Dairy Farming Farming Barnett 287255 Coventry, CV7 8ET Naughty Hazeldene, Tamworth 428065 3A 174.0 NW Gull Marine Road, Fillongley, Coventry, Signs Industrial Products 287399 Graphics CV7 8DY Fillongley 428073 Tamworth Road, Fillongley, 4A 177.0 NW Petrol and Fuel Stations Road and Rail Garage 287414 Coventry, CV7 8DY Fillongley 428073 Tamworth Road, Fillongley, Vehicle Breakdown and Personal, Consumer and Other 5A 177.0 NW Garage 287414 Coventry, CV7 8DY Recovery Services Services Fillongley 428073 Tamworth Road, Fillongley, 6A 177.0 NW Petrol and Fuel Stations Road and Rail Garage 287414 Coventry, CV7 8DY Alpha House, Coventry The Wendy 428046 Clothing, Components and 7 192.0 SW Road, Fillongley, Coventry, Consumer Products House 287157 Accessories CV7 8ET

3.2 Petrol and Fuel Sites

Records of petrol or fuel sites within 500m of the study site: 1

The following petrol or fuel site records provided by Catalist are represented as points on the Current Land Use map:

Distance ID Direction NGR Company Address LPG Status (m)

Fillongley Garage, 428072 Tamworth Road, Tamworth 8A 182.0 NW Unbranded No Open 287420 Road, Fillongley, Coventry, West Midlands, CV7 8DY

Report Reference: GS-1531316 Client Reference: 3653 17 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-1531316 Client Reference: 3653 18 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

Database searched and no data found. The database has been searched on site, including a 50m buffer.

4.3 Bedrock and Solid Geology

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

Lex Code Description Rock Type

KRS-SDST KERESLEY MEMBER SANDSTONE INTERBEDDED ARGILLACEOUS ROCKS AND KRS-ARSC KERESLEY MEMBER [SUBORDINATE/SUBEQUAL] SANDSTONE AND CONGLOMERATE INTERBEDDED ARGILLACEOUS ROCKS AND KRS-ARSC KERESLEY MEMBER [SUBORDINATE/SUBEQUAL] SANDSTONE AND CONGLOMERATE

(Derived from the BGS 1:50,000 Digital Geological Map of Great Britain)

Report Reference: GS-1531316 Client Reference: 3653 19 5. Hydrogeology and Hydrology 5a. Aquifer Within Superficial Geology

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SW S SE Map Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531316 Client Reference: 3653 20 5b. Aquifer Within Bedrock Geology and Abstraction Licenses

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SW S SE Map Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531316 Client Reference: 3653 21 5c. Hydrogeology – Source Protection Zones and Potable Water Abstraction Licenses

NW N NE

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SW S SE Map Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531316 Client Reference: 3653 22 5d. Hydrology – Detailed River Network and River Quality

NW N NE

W E

SW S SE Map Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531316 Client Reference: 3653 23 5. Hydrogeology and Hydrology

5.1 Aquifer within Superficial Deposits

Are there records of strata classification 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):

Distance ID Direction Designation Description (m)

These are rock layers or drift deposits with low permeability that have negligible 7 59.0 SE Unproductive significance for water supply or river base flow

Permeable layers capable of supporting water supplies at a local rather than 1 298.0 N Secondary A strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers

These are rock layers or drift deposits with low permeability that have negligible 8 327.0 SW Unproductive significance for water supply or river base flow

Permeable layers capable of supporting water supplies at a local rather than 2 483.0 SE Secondary A 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 strata classification within the bedrock 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 Bedrock Geology Map (5b):

Distance ID Direction Designation Description (m)

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

Report Reference: GS-1531316 Client Reference: 3653 24 5.3 Groundwater Abstraction Licences

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

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

Distance ID Direction NGR Details (m)

Annual Volume (m³): 160000 Max Daily Volume (m³): 650 Licence No: 03/28/15/0033 Original Application No: - Details: Water Bottling Not 427740 Original Start Date: 3/11/2000 830.0 NW Direct Source: Groundwater Midlands Region shown 287980 Expiry Date: 31/3/2008 Point: Tamworth Road, Fillongley, Warks Issue No: 3 Data Type: Point Version Start Date: 29/4/2005 Version End Date: Annual Volume (m³): 209100 Max Daily Volume (m³): 850 Licence No: 03/28/15/0033/1 Original Application No: NPS/WR/013518 Details: Water Bottling Not 427600 Original Start Date: 31/5/2007 892.0 NW Direct Source: Groundwater Midlands Region shown 287950 Expiry Date: 31/3/2014 Point: Borehole At Tamworth Road Fillongley Issue No: 6 Data Type: Point Version Start Date: 13/6/2013 Version End Date: Annual Volume (m³): 209100 Max Daily Volume (m³): 850 Licence No: 03/28/15/0033/1 Original Application No: NPS/WR/013518 Details: Water Bottling Not 427599 Original Start Date: 31/5/2007 893.0 NW Direct Source: Groundwater Midlands Region shown 287951 Expiry Date: 31/3/2014 Point: Borehole At Tamworth Road Fillongley Issue No: 6 Data Type: Point Version Start Date: 13/6/2013 Version End Date: Annual Volume (m³): 209100 Max Daily Volume (m³): 850 Licence No: MD/028/0015/002 Original Application No: NPS/WR/012563 Details: Water Bottling Not 427599 Original Start Date: 1/4/2014 893.0 NW Direct Source: Groundwater Midlands Region shown 287951 Expiry Date: 31/3/2020 Point: Borehole At Tamworth Road Fillongley Issue No: 1 Data Type: Point Version Start Date: 1/4/2014 Version End Date: Annual Volume (m³): - Max Daily Volume (m³): - Licence No: 03/28/15/0016 Original Application No: - Details: General Farming & Domestic Not 427500 Original Start Date: 24/2/1966 1131.0 SW Direct Source: Groundwater Midlands Region shown 286200 Expiry Date: - Point: Fillongley Old Hall Farm, Spring Issue No: 100 Data Type: Point Version Start Date: 24/2/1966 Version End Date: Annual Volume (m³): - Licence No: 03/28/15/0034 Max Daily Volume (m³): - Details: General use relating to Secondary Category Original Application No: A/28/15/11 Not 426860 (Medium Loss) Original Start Date: 28/2/2001 1395.0 W shown 286880 Direct Source: Groundwater Midlands Region Expiry Date: - Point: Manor Farm, Fillongley - Borehole Issue No: 1 Data Type: Point Version Start Date: 28/2/2001 Version End Date: Annual Volume (m³): - Max Daily Volume (m³): - Licence No: 18/54/11/0069 Original Application No: - Details: General Farming & Domestic Not 430100 Original Start Date: 1/11/1966 1769.0 E Direct Source: Groundwater Midlands Region shown 287000 Expiry Date: - Point: Beckfield Lodge - Well Issue No: 100 Data Type: Point Version Start Date: 1/11/1966 Version End Date:

Report Reference: GS-1531316 Client Reference: 3653 25 Distance ID Direction NGR Details (m)

Annual Volume (m³): - Max Daily Volume (m³): - Licence No: 03/28/15/0007 Original Application No: - Details: General Farming & Domestic Not 426900 Original Start Date: 2/12/1965 1775.0 SW Direct Source: Groundwater Midlands Region shown 285900 Expiry Date: - Point: White House Farm, Fillongley Issue No: 100 Data Type: Point Version Start Date: 2/12/1965 Version End Date:

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):

Distance ID Direction NGR Details (m)

Annual Volume (m³): 13638 Max Daily Volume (m³): 240 Licence No: 18/54/11/0125 Application No: - Details: Lake & Pond Throughflow Not 429740 Original Start Date: 21/12/1987 1456.0 E Direct Source: Surface Water Midlands Region shown 286790 Expiry Date: - Point: Land At Square Lane, Corley Ash - Breach Brook Issue No: 100 Data Type: Point Version Start Date: 30/12/1993 Version End Date:

5.5 Potable Water Abstraction Licences

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

The following Potable Water Abstraction Licences records are represented as points, lines and regions on the SPZ and Potable Water Abstraction Licences Map (5c):

Distance ID Direction NGR Details (m)

Annual Volume (m³): 160000 Licence No: 03/28/15/0033 Max Daily Volume (m³): 650 Details: Water Bottling Original Application No: - Not 427740 Direct Source: Groundwater Midlands Original Start Date: 3/11/2000 830.0 NW shown 287980 Region Expiry Date: 31/3/2008 Point: Tamworth Road, Fillongley, Warks Issue No: 3 Data Type: Point Version Start Date: Version End Date: Annual Volume (m³): 209100 Licence No: 03/28/15/0033/1 Max Daily Volume (m³): 850 Details: Water Bottling Original Application No: NPS/WR/013518 Direct Source: Groundwater Midlands Not 427600 Original Start Date: 31/5/2007 892.0 NW Region shown 287950 Expiry Date: 31/3/2014 Point: Borehole At Tamworth Road Issue No: 6 Fillongley Version Start Date: Data Type: Point Version End Date:

Report Reference: GS-1531316 Client Reference: 3653 26 Distance ID Direction NGR Details (m)

Annual Volume (m³): 209100 Licence No: MD/028/0015/002 Max Daily Volume (m³): 850 Details: Water Bottling Original Application No: NPS/WR/012563 Direct Source: Groundwater Midlands Not 427599 Original Start Date: 1/4/2014 893.0 NW Region shown 287951 Expiry Date: 31/3/2020 Point: Borehole At Tamworth Road Issue No: 1 Fillongley Version Start Date: Data Type: Point Version End Date: Annual Volume (m³): 209100 Licence No: 03/28/15/0033/1 Max Daily Volume (m³): 850 Details: Water Bottling Original Application No: NPS/WR/013518 Direct Source: Groundwater Midlands Not 427599 Original Start Date: 31/5/2007 893.0 NW Region shown 287951 Expiry Date: 31/3/2014 Point: Borehole At Tamworth Road Issue No: 6 Fillongley Version Start Date: Data Type: Point Version End Date:

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 (m) 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

5.7.1 Biological Quality:

Database searched and no data found.

5.7.2 Chemical Quality:

Database searched and no data found.

Report Reference: GS-1531316 Client Reference: 3653 27 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 (m) Direction Details

River Name: - River Type: Tertiary River 1 1.0 NE Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Primary River 2 29.0 W Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Primary River 3 43.0 N Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Culvert 4 75.0 W Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Primary River 5 183.0 W Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 6 212.0 S Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 7 274.0 SW Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 8 278.0 SW Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 9 278.0 SW Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 10 318.0 E Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 11 318.0 E Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 12 325.0 N Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Primary River 13 342.0 N Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 14 365.0 NE Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Culvert 15 373.0 NE Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Tertiary River 16 391.0 NE Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Secondary River 17 418.0 SW Welsh River Name: - Main River Status: Currently Undefined Alternative Name: - River Name: - River Type: Culvert 18 471.0 NE Welsh River Name: - Main River Status: Currently Undefined Alternative Name: -

Report Reference: GS-1531316 Client Reference: 3653 28 5.9 Surface Water Features

Are there any surface water features within 250m of the study site? Yes

The following surface water records are not represented on mapping:

Distance (m) Direction

1.0 NE 23.0 N 28.0 W 29.0 W 114.0 N 182.0 W 182.0 W 212.0 S 222.0 SW 232.0 W

Report Reference: GS-1531316 Client Reference: 3653 29 6. Environment Agency Flood Map for planning (from rivers and the sea)

NW N NE

W E

SW S SE Map Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531316 Client Reference: 3653 30 6. Flooding

6.1 Zone 2 Flooding

Environment Agency Zone 2 floodplains estimate the annual probability of flooding as between 1 in 1000 (0.1%) and 1 in 100 (1%) from rivers and between 1 in 1000 (0.1%) and 1 in 200 (0.5%) from the sea. Any relevant data is represented on Map 1 – Environment Agency Flood Map for Planning:

Is the site within 250m of an Environment Agency Zone 2 floodplain? Yes

The following floodplain records are represented as green shading on the Flood Map:

ID Distance (m) Direction Update Type

Zone 2 - (Fluvial Models ) 1A 0.0 On Site 10-Jun-2014

Zone 2 - (Fluvial Models ) 2A 0.0 On Site 10-Jun-2014

Zone 2 - (Fluvial Models ) 3 0.0 On Site 10-Jun-2014

6.2 Zone 3 Flooding

Zone 3 shows the extent of a river flood with a 1 in 100 (1%) or greater chance of occurring in any year or a sea flood with a 1 in 200 (0.5%) or greater chance of occurring in any year. Any relevant data is represented on Map 1 – Environment Agency Flood Map for Planning.

Is the site within 250m of an Environment Agency Zone 3 floodplain? Yes

The following floodplain records are represented as blue shading on the Flood Map:

ID Distance (m) Direction Update Type

Zone 3 - (Fluvial Models ) 4 0.0 On Site 10-Jun-2014

6.3 Flood Defences

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

Database searched and no data found.

Report Reference: GS-1531316 Client Reference: 3653 31 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 benefiting from Flood Storage

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

6.6 Groundwater Flooding Susceptibility Areas

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

Yes

Does this relate to Clearwater Flooding or Superficial Deposits Flooding? Clearwater Flooding

Notes: Groundwater flooding may either be associated with shallow unconsolidated sedimentary aquifers which overlie unproductive aquifers (Superficial Deposits Flooding), or with unconfined aquifers (Clearwater Flooding).

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

Potential below Surface

Where potential for groundwater flooding of property situated below ground level is indicated, this means that given the geological conditions there may be a groundwater flooding hazard to basements and other below surface infrastructure. Unless other relevant information, e.g. records of previous flooding, suggests groundwater flooding has occurred before in this area you need take no further action in relation to groundwater flooding hazard. If there are records of previous incidences of groundwater flooding, then is recommended that other information e.g. rainfall history, property type, and land drainage information in addition to previous records of flooding be investigated in order to establish relative, but not absolute, risk of groundwater flooding.

6.7 Groundwater Flooding Confidence Areas

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

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-1531316 Client Reference: 3653 32 7. Designated Environmentally Sensitive Sites Map

NW N NE

W E

SW S SE Map Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531316 Client Reference: 3653 33 7. Designated Environmentally Sensitive Sites

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

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

Report Reference: GS-1531316 Client Reference: 3653 34 7.6 Records of Ancient Woodland within 2000m of the study site:

2

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:

Distance ID Direction Ancient Woodland Name Data Source (m)

Not 1758.0 W BARTONS WOOD Ancient and Semi-Natural Woodland shown Not 1809.0 W DALE WOOD Ancient and Semi-Natural Woodland shown

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

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

0

Database searched and no data found.

Report Reference: GS-1531316 Client Reference: 3653 35 7.12 Records of Nitrate Sensitive Areas within 2000m of the study site:

0

Database searched and no data found.

7.13 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:

Distance ID Direction NVZ Name Data Source (m)

1 0.0 On Site NVZ Area DEFRA Not 1656.0 E NVZ Area DEFRA shown

Report Reference: GS-1531316 Client Reference: 3653 36 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? Very Low

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

Hazard

Ground conditions predominantly low plasticity. No special actions required to avoid problems due to shrink-swell clays. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with shrink-swell clays.

8.1.2 Landslides

What is the maximum Landslide* 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

Possibility of slope instability problems after major changes in ground conditions. Consideration should be given to stability if changes to drainage or excavations take place. Possible increase in construction cost to reduce potential slope stability problems. Existing property –no significant increase in insurance risk due to natural slope instability problems.

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.

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

Report Reference: GS-1531316 Client Reference: 3653 37 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.

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.

8.1.6 Running Sand

What is the maximum Running Sand** 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 running sand identified. 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-1531316 Client Reference: 3653 38 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

The study site is located within the specified search distance of an identified mining area. 0.0 On Site 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-1531316 Client Reference: 3653 39 Contact Details GroundSure Helpline Telephone: 08444 159 000 [email protected]

British Geological Survey Enquiries

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]

Public Health England

Public information access office Public Health England, Wellington House 133-155 Waterloo Road, London, SE1 8UG https://www.gov.uk/government/organisations/public-health- england Email:[email protected] Main switchboard: 020 7654 8000

The Coal Authority

200 Lichfield Lane Mansfield Notts NG18 4RG Tel: 0345 7626 848 DX 716176 Mansfield 5 www.coal.gov.uk

Ordnance Survey

Adanac Drive, Southampton SO16 0AS Tel: 08456 050505

Local Authority Authority: North Warwickshire Borough Council Phone: 01827 715341 Web: www.northwarks.gov.uk Address: The Council House, South Street, Atherstone, Warwickshire, CV9 1BD

Gemapping PLC

Virginia Villas, High Street, Hartley Witney, Hampshire RG27 8NW Tel: 01252 845444 Acknowledgements: 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-1531316 Client Reference: 3653 40 implied by custom, practice or course of dealing shall be of no effect, and that this Standard Terms and Conditions Contract shall prevail over all others in relation to the Order. 2.5 If the Client or Beneficiary requests insurance in conjunction with or as a result 1 Definitions of the Services, GroundSure shall use reasonable endeavours to recommend such insurance, but makes no warranty that such insurance shall be available from In these terms and conditions unless the context otherwise requires: insurers or that it will be offered on reasonable terms. Any insurance purchased by “Beneficiary” means the person or entity for whose benefit the Client has the Client or Beneficiary shall be subject solely to the terms of the policy issued by obtained the Services. insurers and GroundSure will have no liability therefor. 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(ii) loss of business; 5.3 The Client shall be deemed to have agreed the amount of any invoice unless an (iii) depletion of goodwill and/or similar losses; objection is made in writing within 28 days of the date of the invoice. As soon as reasonably practicable after being notified of an objection, without prejudice to (iv) loss of anticipated savings; clause 5.2 a member of GroundSure’s management team will contact the Client and (v) loss of goods; the parties shall then use all reasonable endeavours to resolve the dispute within 15 days. (vi) loss of contract; (vii) loss of use; 6 Intellectual Property and Confidentiality (viii) loss or corruption of data or information; 6.1 Subject to (ix) business interruption; (i) full payment of all relevant Fees and (x) any kind of special, indirect, consequential or pure economic (ii) compliance with this Contract, the Client is granted (and is loss, costs, damages, charges or expenses; permitted to sub-licence to the Beneficiary) a royalty-free, worldwide, non- (xi) loss or damage that arise as a result of the use of all or part of assignable and (save to the extent set out in this Contract) non-transferable licence the GroundSure Materials in breach of the Contract; to make use of the GroundSure Materials. (xii) loss or damage arising as a result of any error, omission or 6.2 All Intellectual Property in the GroundSure Materials are and shall remain inaccuracy in any part of the GroundSure Materials where such error, omission or owned by GroundSure or GroundSure's licensors (including without limitation the inaccuracy is caused by any Third Party Content or any reasonable interpretation of Third Party Data Providers) the Client acknowledges, and shall procure Third Party Content; acknowledgement by the Beneficiary of, such ownership. Nothing in this Contract purports to transfer or assign any rights to the Client or the Beneficiary in respect (xiii) loss or damage to a computer, software, modem, telephone or of such Intellectual Property. other property; and 6.3 Third Party Data Providers may enforce any breach of clauses 6.1 and 6.2 (xiv) loss or damage caused by a delay or loss of use of against the Client or Beneficiary. GroundSure’s internet ordering service. 6.4 The Client shall, and shall procure that any recipients of the GroundSure 7.5 GroundSure’s total liability in relation to or under the Contract shall be limited Materials shall: to £10 million for any claim or claims. (i) not remove, suppress or modify any trade mark, copyright or 7.6 GroundSure shall procure that the Beneficiary shall be bound by limitations and other proprietary marking belonging to GroundSure or any third party from the exclusions of liability in favour of GroundSure which accord with those detailed in Services; clauses 7.4 and 7.5 (subject to clause 7.3) in respect of all claims which the Beneficiary may bring against GroundSure in relation to the Services or other (ii) use the information obtained as part of the Services in matters arising pursuant to the Contract. respect of the subject Site only, and shall not store or reuse any information obtained as part of the Services provided in respect of adjacent or nearby sites; 8 GroundSure’s right to suspend or terminate (iii) not create any product or report which is derived directly or indirectly from the Services (save that those acting in a professional capacity to the 8.1 If GroundSure reasonably believes that the Client or Beneficiary has not Beneficiary may provide advice based upon the Services); provided the information or assistance required to enable the proper provision of the Services, GroundSure shall be entitled to suspend all further performance of the (iv) not combine the Services with or incorporate such Services Services until such time as any such deficiency has been made good. into any other information data or service; 8.2 GroundSure shall be entitled to terminate the Contract immediately on written (v) not reformat or otherwise change (whether by modification, notice in the event that: addition or enhancement), the Services (save that those acting for the Beneficiary in a professional capacity shall not be in breach of this clause 6.4(v) where such (i) the Client fails to pay any sum due to GroundSure within 30 reformatting is in the normal course of providing advice based upon the Services); days of the Payment Date; or (vi) where a Report and/or Mapping contains material belonging (ii) the Client (being an individual) has a bankruptcy order made to Ordnance Survey, acknowledge and agree that such content is protected by against him or (being a company) shall enter into liquidation whether compulsory or Crown Copyright and shall not use such content for any purpose outside of voluntary or have an administration order made against it or if a receiver shall be receiving the Services; and appointed over the whole or any part of its property assets or undertaking or if the Client is struck off the Register of Companies or dissolved; or (vii) not copy in whole or in part by any means any map prints or run-on copies containing content belonging to Ordnance Survey (other than that (iii) the Client being a company is unable to pay its debts within contained within Ordnance Survey’s OS Street Map) without first being in the meaning of Section 123 of the Insolvency Act 1986 or being an individual possession of a valid Paper Map Copying Licence from Ordnance Survey, appears unable to pay his debts within the meaning of Section 268 of the Insolvency Act 1986 or if the Client shall enter into a composition or arrangement with the 6.5 Notwithstanding clause 6.4, the Client may make reasonable use of the Client’s creditors or shall suffer distress or execution to be levied on his goods; or GroundSure Materials in order to advise the Beneficiary in a professional capacity. However, GroundSure shall have no liability in respect of any advice, opinion or (iv) the Client or the Beneficiary breaches any term of the report given or provided to Beneficiaries by the Client. Contract (including, but not limited to, the obligations in clause 4) which is incapable of remedy or if remediable, is not remedied within five days of notice of the breach. 6.6 The Client shall procure that any person to whom the Services are made available shall notify GroundSure of any request or requirement to disclose, publish or disseminate any information contained in the Services in accordance with the 9. Client’s Right to Terminate and Suspend Freedom of Information Act 2000, the Environmental Information Regulations 9.1 Subject to clause 10.1, the Client may at any time upon written notice terminate 2004 or any associated legislation or regulations in force from time to time. or suspend the provision of all or any of the Services. 9.2 In any event, where the Client is a consumer (and not a business) he/she hereby 7.Liability: Particular Attention Should Be Paid To This Clause expressly acknowledges and agrees that: 7.1 This Clause 7 sets out the entire liability of GroundSure, including any liability (i) the supply of Services under this Contract (and therefore the for the acts or omissions of its employees, agents, consultants, subcontractors and performance of this Contract) commences immediately upon GroundSure's Third Party Content, in respect of: acceptance of the Order; and (i) any breach of contract, including any deliberate breach of (ii) the Reports and/or Mapping provided under this Contract are the Contract by GroundSure or its employees, agents or subcontractors; (a) supplied to the Client's specification(s) and in any event (ii) any use made of the Reports, Services, Materials or any (b) by their nature cannot be returned. part of them; and 10 Consequences of Withdrawal, Termination or Suspension (iii) any representation, statement or tortious act or omission (including negligence) arising under or in connection with the Contract. 10.1 Upon termination of the Contract: 7.2 All warranties, conditions and other terms implied by statute or common law (i) GroundSure shall take steps to bring to an end the Services in are, to the fullest extent permitted by law, excluded from the Contract. an orderly manner, vacate any Site with all reasonable speed and shall deliver to the 7.3 Nothing in the Contract limits or excludes the liability of the Supplier for death Client and/or Beneficiary any property of the Client and/or Beneficiary in GroundSure’s possession or control; and law and any proceedings arising out of or connected with this Contract shall be subject to the exclusive jurisdiction of the English courts. (ii) the Client shall pay to GroundSure all and any Fees payable in respect of the performance of the Services up to the date of termination or 12.13 GroundSure is an executive member of the Council of Property Search suspension. In respect of any Support Services provided, the Client shall also pay Organisation (CoPSO) and has signed up to the Search Code administered by the GroundSure any additional costs incurred in relation to the termination or Property Codes Compliance Board (PCCB). All Risk Screening Reports shall be suspension of the Contract. supplied in accordance with the provisions of the Search Code. 12.14 If the Client or Beneficiary has a complaint about the Services, written notice 11 Anti-Bribery should be given to the Compliance Officer at GroundSure who will respond in a timely manner. 11.1 The Client warrants that it shall: 12.15 The Client agrees that it shall, and shall procure that each Beneficiary shall, (i) comply with all applicable laws, statutes and regulations treat in confidence all Confidential Information and shall not, and shall procure that relating to anti-bribery and anti-corruption including but not limited to the Bribery each Beneficiary shall not (i) disclose any Confidential Information to any third Act 2010; party other than in accordance with the terms of this Contract; and (ii) use (ii) comply with such of GroundSure's anti-bribery and anti- Confidential Information for a purpose other than the exercise of its rights and corruption policies as are notified to the Client from time to time; and obligations under this Contract. Subject to clause 6.6, nothing shall prevent the (iii) promptly report to GroundSure any request or demand for Client or any Beneficiary from disclosing Confidential Information to the extent any undue financial or other advantage of any kind received by or on behalf of the required by law. © GroundSure Limited June 2013 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 party as may have been notified by each party to the other for such purpose or in the absence of such notification the last known address. 12.9 Such notice shall be deemed to have been received on the day of delivery if delivered by hand, facsimile or email (save to the extent such day 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 sent by first class post. 12.10 The Contract constitutes the entire agreement between the parties and shall supersede all previous arrangements between the parties relating to the subject matter hereof. 12.11 Each of the provisions of the Contract is severable and distinct from the others and if one or more provisions is or should become invalid, illegal or unenforceable, the validity and enforceability of the remaining provisions shall not in any way be tainted or impaired. 12.12 This Contract shall be governed by and construed in accordance with English jnpgroup GroundSure GS-1531317 Reference: 4-12 J N P GROUP, MORTON STREET, LEAMINGTON SPA, CV32 5SY Your Reference: 3653

Report Date 27 Jun 2014

Report Delivery Email - pdf Method:

GroundSure Geoinsight

Address: 15,EASTLANG ROAD,FILLONGLEY,COVENTRY, CV7 8ER

Dear Sir/ Madam,

Thank you for placing your order with GroundSure. Please find enclosed the GroundSure GeoInsight 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 GeoInsight GroundSure GeoInsight

Address: 15,EASTLANG ROAD,FILLONGLEY,COVENTRY, CV7 8ER

Date: 27 Jun 2014

Reference: GS-1531317

Client: jnpgroup

NW N NE

W E

SW S SE Aerial Photograph Capture date: 16-Jul-2006 Grid Reference: 428281,287182 Site Size: 1.39ha Contents Page Contents Page ...... 3 Overview of Findings...... 4 1 Geology...... 6 1.1 Artificial Ground Map...... 6 1.1 Artificial Ground...... 7 1.1.1Artificial/ Made Ground...... 7 1.1.2 Permeability of Artificial Ground...... 7 1.2 Superficial Deposits and Landslips Map...... 8 1.2 Superficial Deposits and Landslips...... 9 1.2.1 Superficial Deposits/ Drift Geology...... 9 1.2.2 Permeability of Superficial Ground...... 9 1.2.3 Landslip...... 9 1.2.4 Landslip Permeability...... 9 1.3 Bedrock and Faults Map...... 10 1.3 Bedrock, Solid Geology & Faults...... 11 1.3.1 Bedrock/ Solid Geology...... 11 1.3.2 Permeability of Bedrock Ground...... 11 1.3.3 Faults...... 11 1.4 Radon Data...... 13 1.4.1 Radon Affected Areas...... 13 1.4.2 Radon Protection...... 13 2 Ground Workings Map...... 14 2 Ground Workings...... 15 2.1 Historical Surface Ground Working Features derived from Historical Mapping...... 15 2.2 Historical Underground Working Features derived from Historical Mapping...... 15 2.3 Current Ground Workings...... 16 3 Mining, Extraction & Natural Cavities Map...... 17 3 Mining, Extraction & Natural Cavities...... 18 3.1 Historical Mining...... 18 3.2 Coal Mining...... 18 3.3 Johnson Poole and Bloomer...... 18 3.4 Non-Coal Mining...... 18 3.5 Non-Coal Mining Cavities...... 19 3.6 Natural Cavities...... 19 3.7 Brine Extraction...... 19 3.8 Gypsum Extraction...... 19 3.9 Tin Mining...... 19 3.10 Clay Mining...... 20 4 Natural Ground Subsidence...... 21 4.1 Shrink-Swell Clay Map...... 21 4.2 Landslides Map...... 22 4.3 Ground Dissolution Soluble Rocks Map...... 23 4.4 Compressible Deposits Map...... 24 4.5 Collapsible Deposits Map...... 25 4.6 Running Sand Map...... 26 4 Natural Ground Subsidence...... 27 4.1 Shrink-Swell Clays...... 27 4.2 Landslides...... 27 4.3 Ground Dissolution of Soluble Rocks...... 28 4.4 Compressible Deposits...... 28 4.5 Collapsible Deposits...... 28 4.6 Running Sands...... 29 5 Borehole Records Map...... 30 5 Borehole Records...... 31 6 Estimated Background Soil Chemistry...... 32

Report Reference: GS-1531317 Client Reference: 3653 3 Overview of Findings The GroundSure GeoInsight provides high quality geo-environmental information that allows geo- environmental professionals and their clients to make informed decisions and be forewarned of potential ground instability problems that may affect the ground investigation, foundation design and possibly remediation options that could lead to possible additional costs. The report is based on the BGS 1:50,000 Digital Geological Map of Great Britain, BGS Geosure data; BRITPITS database; Shallow Mining data and Borehole Records, Coal Authority data including brine extraction areas, PBA non-coal mining and natural cavities database, Johnson Poole and Bloomer mining data and GroundSure's unique database including historical surface ground and underground workings. For further details on each dataset, please refer to each individual section in the 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.

Section 1:Geology

1.1 Artificial Ground 1.1.1 Is there any Artificial Ground/ Made Ground present beneath No the study site?

1.1.2 Are there any records relating to permeability of artificial No ground within the study site* boundary?

1.2 Superficial 1.2.1 Is there any Superficial Ground/Drift Geology present No Geology and Landslips beneath the study site?

1.2.2 Are there any records relating to permeability of superficial No geology within the study site boundary?

1.2.3 Are there any records of landslip within 500m of the study No site boundary?

1.2.4 Are there any records relating to permeability of landslips No within the study site boundary?

1.3 Bedrock, Solid 1.3.1 For records of Bedrock and Solid Geology beneath the study Geology & Faults site* see the detailed findings section.

1.3.2 Are there any records relating to permeability of bedrock Yes within the study site boundary?

1.3.3 Are there any records of faults within 500m of the study site Yes boundary?

1.4 Radon data 1.4.1 Is the property in a Radon Affected Area as defined by the The property is not in a Radon Affected Health Protection Agency (HPA) and if so what percentage of Area, as less than 1% of properties are homes are above the Action Level? above the Action Level

1.4.2 Is the property in an area where Radon Protection Measures are required for new properties or extensions to existing ones as No radon protective measures are described in publication BR211 by the Building Research necessary Establishment?

Section 2:Ground Workings On-site 0-50m 51-250 251-500 501-1000

2.1 Historical Surface Ground Working Features from Small Scale 0 8 3 Not Searched Not Searched Mapping

2.2 Historical Underground Workings from Small Scale Mapping 0 0 0 0 0

2.3 Current Ground Workings 0 0 0 0 0

Report Reference: GS-1531317 3653 4 Section 3:Mining, Extraction & Natural Cavities On-site 0-50m 51-250 251-500 501-1000

3.1 Historical Mining 0 0 0 0 0

3.2 Coal Mining 1 0 0 0 0

3.3 Johnson Poole and Bloomer Mining Area 0 0 0 0 0

3.4 Non-Coal Mining 0 0 0 0 0

3.5 Non-Coal Mining Cavities 0 0 0 0 0

3.6 Natural Cavities 0 0 0 0 0

3.7 Brine Extraction 0 0 0 0 0

3.8 Gypsum Extraction 0 0 0 0 0

3.9 Tin Mining 0 0 0 0 0

3.10 Clay Mining 0 0 0 0 0

Section 4:Natural Ground Subsidence On-site

4.1 Shrink Swell Clay Very Low

4.2 Landslides Low

4.3 Ground Dissolution of Soluble Rocks Null

4.4 Compressible Deposits Negligible

4.5 Collapsible Deposits Very Low

4.6 Running Sand Negligible

Section 5:Borehole Records On-site 0-50m 51-250

0 0 0 5 BGS Recorded Boreholes

Section 6:Estimated Background Soil Chemistry On-site 0-50m 51-250

3 2 19 6 Records of Background Soil Chemistry

Report Reference: GS-1531317 3653 5 1 Geology 1.1 Artificial Ground Map

NW N NE

W E

S SW SE

Artificial Ground Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531317 Client Reference: 3653 6 1 Geology 1.1 Artificial Ground 1.1.1Artificial/ Made Ground

The following geological information represented on the mapping is derived from 1:50,000 scale BGS Geological mapping, Sheet No:169

Are there any records of Artificial/Made Ground within 500m of the study site boundary? No

Database searched and no data found.

1.1.2 Permeability of Artificial Ground

Are there any records relating to permeability of artificial ground within the study site boundary? No

Database searched and no data found.

Report Reference: GS-1531317 Client Reference: 3653 7 1.2 Superficial Deposits and Landslips Map NW N NE

W E

S SW SE

Superficial Deposits and Landslips © Crown copyright and database rights 2013. Legend Ordnance Survey license 100035207.

Report Reference: GS-1531317 Client Reference: 3653 8 1.2 Superficial Deposits and Landslips 1.2.1 Superficial Deposits/ Drift Geology

Are there any records of Superficial Deposits/ Drift Geology within 500m of the study site boundary? Yes

Distance ID Direction LEX Code Description Rock Description (m) 1 59.0 SE THT-DMTN THRUSSINGTON MEMBER DIAMICTON CLAY, SILT, SAND AND 2 298.0 N ALV-CSSG ALLUVIUM GRAVEL 3 327.0 SW THT-DMTN THRUSSINGTON MEMBER DIAMICTON 4 483.0 SE GFDMP-SAGR GLACIOFLUVIAL DEPOSITS, MID PLEISTOCENE SAND AND GRAVEL

1.2.2 Permeability of Superficial Ground

Are there any records relating to permeability of superficial ground within the study site boundary? No

Database searched and no data found.

1.2.3 Landslip

Are there any records of Landslip within 500m of the study site boundary? No

Database searched and no data found. This Geology shows the main components as discrete layers, these are: Artificial / Made Ground, Superficial / Drift Geology and Landslips. These are all displayed with the BGS Lexicon code for the rock unit and BGS sheet number. Not all of the main geological components have nationwide coverage.

1.2.4 Landslip Permeability

Are there any records relating to permeability of landslips within the study site** boundary? No

Database searched and no data found.

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

Report Reference: GS-1531317 Client Reference: 3653 9 1.3 Bedrock and Faults Map NW N NE

W E

S SW SE

Bedrock and Faults Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531317 Client Reference: 3653 10 1.3 Bedrock, Solid Geology & Faults The following geological information represented on the mapping is derived from 1:50,000 scale BGS Geological mapping, Sheet No:169 1.3.1 Bedrock/ Solid Geology

Records of Bedrock/ Solid Geology within 500m of the study site boundary:

ID Distance (m) Direction LEX Code Description Rock Age 1 0.0 On Site KRS-SDST Keresley Member - Sandstone / Westphalian D Keresley Member - Interbedded Argillaceous 2 0.0 On Site KRS-ARSC Rocks And [subordinate/subequal] Sandstone And / Westphalian D Conglomerate Keresley Member - Interbedded Argillaceous 3 20.0 SE KRS-ARSC Rocks And [subordinate/subequal] Sandstone And / Westphalian D Conglomerate Keresley Member - Interbedded Argillaceous 4 203.0 W KRS-ARSC Rocks And [subordinate/subequal] Sandstone And / Westphalian D Conglomerate 5 287.0 N WIT-MDSD Whitacre Member - Mudstone And Sandstone / Westphalian D 6 356.0 N WIT-SDST Whitacre Member - Sandstone / Westphalian D 7 358.0 N WIT-MDSD Whitacre Member - Mudstone And Sandstone / Westphalian D 8 425.0 N WIT-SDST Whitacre Member - Sandstone / Westphalian D

1.3.2 Permeability of Bedrock Ground

Are there any records relating to permeability of bedrock ground within the study site* boundary? Yes

Distance (m) Direction Flow Type Maximum Permeability Minimum Permeability 0.0 On Site Fracture High Moderate 0.0 On Site Fracture Moderate Low 20.0 SE Fracture Moderate Low

1.3.3 Faults

Are there any records of Faults within 500m of the study site boundary? Yes

ID Distance (m) Direction Category Description Feature Description 21 0.0 On Site FAULT Normal fault, inferred 22 287.0 N FAULT Normal fault, inferred 23 356.0 N FAULT Normal fault, inferred 24 358.0 N FAULT Normal fault, inferred 25 358.0 N FAULT Normal fault, inferred 26 375.0 NE FAULT Normal fault, inferred

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

Report Reference: GS-1531317 Client Reference: 3653 11 The geology map for the site and surrounding area are extracted from the BGS Digital Geological Map of Great Britain at 1:50,000 scale.

This Geology shows the main components as discrete layers, these are: Bedrock/ Solid Geology and linear features such as Faults. These are all displayed with the BGS Lexicon code for the rock unit and BGS sheet number. Not all of the main geological components have nationwide coverage.

Report Reference: GS-1531317 Client Reference: 3653 12 1.4 Radon Data 1.4.1 Radon Affected Areas

Is the property in a Radon Affected Area as defined by the Health Protection Agency (HPA) and if so what percentage of homes are above the Action Level? The property is not in a Radon Affected Area, as less than 1% of properties are above the Action Level

1.4.2 Radon Protection

Is the property in an area where Radon Protection are required for new properties or extensions to existing ones as described in publication BR211 by the Building Research Establishment? No radon protective measures are necessary

Report Reference: GS-1531317 Client Reference: 3653 13 2 Ground Workings Map NW N NE

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S SW SE

Ground Workings Legend © Crown copyright and database rights 2013. Ordnance Survey license 100035207.

Report Reference: GS-1531317 Client Reference: 3653 14 2 Ground Workings

2.1 Historical Surface Ground Working Features derived from Historical Mapping

This dataset is based on GroundSure's unique Historical Land Use Database derived from 1:10,560 and 1:10,000 scale historical mapping.

Are there any Historical Surface Ground Working Features within 250m of the study site boundary? Yes

The following Historical Surface Ground Working Features are provided by GroundSure:

ID Distance (m) Direction NGR Use Date 428285 1A 7.0 NE Unspecified Pits 1887 287272 428285 2A 7.0 NE Unspecified Pits 1902 287272 428285 3A 7.0 NE Unspecified Pits 1923 287272 428285 4A 7.0 NE Unspecified Pits 1936 287272 428285 5A 7.0 NE Unspecified Pits 1887 287272 428285 6A 7.0 NE Unspecified Pits 1902 287272 428268 7 10.0 NE Unspecified Ground Workings 1968 287275 428323 8 14.0 N Unspecified Pit 1968 287247 428082 9B 223.0 SW Unspecified Pit 1979 286876 428082 10B 223.0 SW Unspecified Pit 1968 286876 428066 11B 231.0 SW Unspecified Heap 1955 286874

2.2 Historical Underground Working Features derived from Historical Mapping

This data is derived from the GroundSure unique Historical Land Use Database. It contains data derived from 1:10,000 and 1:10,560 historical Ordnance Survey Mapping and includes some natural topographical features (Shake Holes for example) as well as manmade features that may have implications for ground stability. Underground and mining features have been identified from surface features such as shafts. The distance that these extend underground is not shown.

Are there any Historical Underground Working Features within 1000m of the study site boundary? No

Database searched and no data found.

Report Reference: GS-1531317 Client Reference: 3653 15 2.3 Current Ground Workings

This dataset is derived from the BGS BRITPITS database covering active; inactive mines; quarries; oil wells; gas wells and mineral wharves; and rail deposits throughout the British Isles.

Are there any BGS Current Ground Workings within 1000m of the study site boundary? No

Database searched and no data found.

Report Reference: GS-1531317 Client Reference: 3653 16