GROUND INVESTIGATION

CHESTER ROAD, STONNALL WALSALL, WS9 9DE

Report No: 17291/1 Date: November 2017

Prepared for

RESTFUL HOMES GROUP

PROJECT QUALITY ASSURANCE INFORMATION SHEET

GROUND INVESTIGATION

CHESTER ROAD, STONNALL WALSALL, WS9 9DE

Report Status: Final

Report No: 17291/1

Issue Date: November 2017

Prepared For: Restful Homes Group 5 Manor Road WALLINGTON Surrey SM6 0BU

Prepared By: Georisk Management Limited Summit Point Summit Crescent Industrial Estate Smethwick BIRMINGHAM B66 1BT

Telephone: 0121 553 4044

Written by: Martina Young Title: Principal Geoenvironmental Engineer Contact: martina.young@georisk‐uk.com

Reviewed by: Mark Gill Title: Director Contact: mark.gill@georisk‐uk.com

TABLE OF CONTENTS

EXECUTIVE SUMMARY

FOREWORD

1. INTRODUCTION ...... 1 2. INFORMATION SOURCES ...... 1 3. REFERENCE SOURCES ...... 2 4. THE SITE ...... 2 5. SITE HISTORY ...... 3 6. GEOENVIRONMENTAL SETTING ...... 4

6.1 GEOLOGY AND MINING ...... 4 6.2 HYDROLOGY ...... 5 6.3 HYDROGEOLOGY ...... 5 6.4 WASTE MANAGEMENT ...... 5 6.5 POLLUTION ...... 5 6.6 RADON ...... 6 6.7 SUPPORTING INFORMATION ...... 6 7. INITIAL CONCEPTUAL MODEL AND INVESTIGATION STRATEGY ...... 6

7.1 ENVIRONMENTAL SETTING ...... 6 7.2 INITIAL CONCEPTUAL MODEL AND PRELIMINARY RISK ASSESSMENT ...... 7 7.3 INVESTIGATION STRATEGY ...... 10 8. FIELDWORK, MONITORING AND LABORATORY TESTING ...... 10

8.1 FIELDWORK ...... 10 8.2 SOIL‐GAS AND GROUNDWATER MONITORING ...... 11 8.3 CHEMICAL TESTING ...... 11 8.4 GEOTECHNICAL TESTING ...... 11 9. GROUND AND GROUNDWATER CONDITIONS ...... 12

9.1 GENERAL ...... 12 9.2 TOPSOIL ...... 12 9.3 MADE GROUND ...... 12 9.4 CHESTER FORMATION ...... 12 9.5 EVIDENCE OF CONTAMINATION ...... 13 9.6 GROUNDWATER ...... 13 9.7 SOIL‐GAS ...... 13 9.8 DEVELOPMENT OF CONCEPTUAL MODEL ...... 13 10. HUMAN HEALTH RISK ASSESSMENT ...... 13

10.1 GENERAL ...... 13 10.2 HUMAN HEALTH RISK ASSESSMENT DESIGN ...... 14 10.3 GENERIC QUANTITATIVE HUMAN HEALTH RISK ASSESSMENT ...... 15 10.4 MATERIAL CLASSIFICATION ...... 16 10.5 RISK EVALUATION ...... 16 11. SOIL‐GAS RISK ASSESSMENT ...... 17

11.1 RISK ASSESSMENT PROTOCOL ...... 17 11.2 MONITORING RESULTS ...... 17 11.3 RISK ASSESSMENT AND PROTECTION STRATEGY RECOMMENDATIONS ...... 18

12. ENGINEERING CONSIDERATIONS ...... 18

12.1 PREPARATORY WORKS ...... 1 8 12.2 FOUNDATION DESIGN ...... 19 12.3 FLOOR SLABS ...... 19 12.4 ROAD/PAVEMENT DESIGN ...... 19 12.5 BURIED CONCRETE REQUIREMENTS ...... 20 12.6 EXCAVATIONS ...... 20 12.7 SOAKAWAYS ...... 20

TABLES

Table No. Table Title 1 Summary of Historical Land Usage 2 Coal Mining Risk Assessment 3 Risk Matrix 4 Pollutant Linkages 5 Investigation Strategy 6 Summary of SPT Results in Made Ground 7 Summary of SPT Results in Chester Formation 8 Human Health Risk Assessment Criteria 9 Summary of Chemical Test Results 10 Summary of Soil‐Gas Monitoring Results 11 Summary of Infiltration Test Results

APPENDICES

APPENDIX A DRAWINGS

Drawing No. Drawing Title 3378‐06 Rev. A ‘Proposed Care Home’ by Robothams Architects dated November 2016 17291/1 Exploratory Hole Location Plan

APPENDIX B HISTORICAL MAP EXTRACTS APPENDIX C COAL AUTHORITY MINING REPORT APPENDIX D EXPLORATORY HOLE RECORDS APPENDIX E INFILTRATION TEST RESULTS APPENDIX F SOIL‐GAS AND GROUNDWATER MONITORING RESULTS APPENDIX G CHEMICAL TEST RESULTS APPENDIX H ENVIROCHECK SUPPORTING INFORMATION

EXECUTIVE SUMMARY

GROUND INVESTIGATION

CHESTER ROAD, STONNALL WALSALL, WS9 9DE

Georisk Management Limited has been commissioned to carry out a ground investigation of the above site, which is to be redeveloped with construction of a residential care home facility.

Phase I Comments The Site The site is situated off Chester Road in Stonnall near Walsall, West Midlands and can be located approximately by National Grid Reference 406410, 303430.

It is an irregular shaped plot of land covering an area of approximately 0.8 hectares of a former pit/quarry. The site was densely vegetated until recently when it was cleared in preparation for the investigation works. An area of concrete hardstanding is present in the centre of the site. The western half of the site is formed by a vegetated slope, up to approximately 10 m in height, associated with the former pit/quarry.

No potential sources of significant on‐site contamination were recorded during the site walkover. Site History Historical maps show the site was undeveloped until a pit/quarry was mapped in the central part of the site from the mid 1950’s. Geology The geology at the site is anticipated to comprise possible Made Ground, associated with any infilling of the former pit/quarry, overlying the Chester Formation of the Sherwood Sandstone Group of Triassic age. Superficial deposits are not mapped beneath the site. Coal Mining The Coal Authority report that the site is in not in a surface area that could be affected by past underground coal mining. Hydrology The nearest surface watercourse is a drain approximately 105 m north of the site flowing between Fishpond Wood and Castlebank Plantation. Flood Risk Based on current information provided by the Environment Agency (EA), the site is not mapped in an area likely to be at risk from river flooding. Hydrogeology The Chester Formation is classified by the EA as a ‘Principal’ aquifer.

The EA has no records of any licensed groundwater abstractions or discharge consents to groundwater within 500 m of the site, but it is in a Zone 3 (total catchment) groundwater Source Protection Zone. Landfills Within 250 m of the site, the EA/LA has a record of an historical landfill 130 m to the north‐west of the site known as ‘Shire Oak Sand and Gravel Pit’ and was operated by Amey Roadside Corporation Limited. This is coincident with the sand and gravel pit seen on historical maps from the early 1900’s. It reportedly received inert waste, although no input dates have been provided.

The EA/LA have records of potentially infilled ground approximately 215 m to the south of the site which was mapped in 1993. This is coincident with an old marl pit recorded on historical maps. Radon Radon protection measures are not required for the proposed development at the site. Phase II Comments Ground Conditions Topsoil was recorded in TP1, TP3 to TP6 and BH6 to depths of between 0.1 and 0.3 m begl. It comprised brown sandy clay with occasional gravel of sandstone and quartzite and rare brick.

Made Ground was recorded in TP1 to TP3 and BH1 to BH5 to depths of between 0.9 and 2.6 m begl; however, it was not fully penetrated in BH1 to a penetrated depth of 1.45 m begl. A surface‐layer of concrete was encountered in BH2 to BH5 which varied in thickness between 0.15 and 0.3 m. Beneath the concrete surfacing in BH3 to BH5, there was a layer of subbase comprising tarmac, clinker, coal, brick, ceramic, concrete and tile to depths of between 0.2 and 1.0 m begl. A 0.1 m thick surface‐layer of tarmac was present in TP2.

The Made Ground underlying the topsoil/hardstanding and subbase was predominantly granular; comprising very loose and loose, but locally dense, silty gravelly sand and sandy gravel with gravel content being brick, concrete, tile, ash, mudstone, sandstone and quartzite. Rare metal pipe and paving slabs were recorded in TP1 and TP2 and breeze blocks were observed in TP6. Localised soft silty sandy clay with rare gravel of tile, concrete and brick was identified in TP3 between 0.1 and 1.0 m begl.

Phase II Comments Ground Conditions Weathered Chester Formation was encountered beneath the topsoil/Made Ground and was proved to depths of between 0.4 m begl and at least 3.6 m begl. It generally comprises medium dense to very dense slightly gravelly to gravelly sand with gravel of quartzite, weathered sandstone, siltstone and mudstone. Sand and gravel and gravel was recorded in TP4 and TP5 excavated on the top of the slope in the north‐east of the site. The weathered materials grade into rock at depths of between 0.4 and 0.5 m begl in TP7, TP8 and BH6 and at depths of between 2.3 and 3.2 m begl in TP2, TP3 and TP6. It comprises reddish and yellowish brown highly weathered to completely weathered extremely weak to moderately strong sandstone and conglomerate. Contamination No visual or olfactory evidence of potential significant contamination was recorded during the fieldwork. Groundwater During the fieldwork, groundwater was not encountered in the exploratory holes.

Groundwater level monitoring of installations in BH3 and BH4 has recorded dry conditions throughout the monitoring period. Soil‐Gas No methane has been recorded in the borehole installations during the monitoring. Steady state carbon dioxide levels range from 1.8 to 7.3 % by volume (% v/v) and typically were seen to increase during the monitoring period.

A maximum positive gas flow of 0.2 l/hr has been recorded and ambient atmospheric pressure has ranged between 994 and 1006 during the monitoring period. Environmental Comments Assessment Soil Contamination The majority of test results for the contaminants of concern are below the relevant assessment criteria; however, there is a localised exceedance of arsenic (95 mg/kg) in Made Ground in TP1.

Six samples of Made Ground were screened for the presence of asbestos; asbestos was not detected in any of the samples tested. Risk Evaluation: The localised exceedance of arsenic in TP1 lies beneath an area of proposed soft landscaping at the Human Health south‐eastern corner of the proposed care home. It is considered that any potential risk to human health associated with this could be addressed by the placement/retention of 300 mm of site‐won topsoil in landscaped areas around the care home building at the lower level of the site. Risk Evaluation: Soil Gas Further soil‐gas monitoring required to clarify prevalent soil‐gas regime and determine appropriate gas protection strategy. Statutory Consultation Issue report to all appropriate regulators for comment and approval prior to any development works starting on site. Geotechnical Comments Assessment Preparatory Works The proposed development will require reprofiling of the site to create a development platform for the care home that will necessitate ‘cut’ in the south‐west corner. The existing slope is formed in weathered Chester Formation at angles up to 37o. The slope is unsupported and appears to be stable with no obvious signs of instability.

It is recommended that a design angle of 30o is adopted for new slopes cut into weathered Chester Formation.

New slopes should be adequately protected to prevent deterioration from either weathering or erosion that reduce their stability.

Appropriate Health & Safety measures will need to be adopted for any work on or close to existing or newly formed earth slopes and excavations should not undermine slopes, particularly around the toe of any slope, that might de‐stabilise or cause failure of the slope. Foundations The ground investigation has recorded nominal thicknesses of topsoil and variable Made Ground to depths typically between 0.9 and 2.6 m begl. The Made Ground overlies weathered Chester Formation, which comprises medium dense to very dense sand grading into sandstone rock with depth.

Groundwater was not encountered during the fieldwork and boreholes have remained dry through the monitoring period.

Across the central part of the site where the proposed care home is to be constructed, there is a significant thickness of Made Ground which is not considered suitable as a founding stratum. Foundations would need to extend at least 300 mm into competent weathered Chester Formation comprising medium dense to very dense sand grading into sandstone and conglomerate rock.

Geotechnical Comments Assessment Foundations These deposits are considered to be non‐shrinkable and; therefore, a minimum founding depth of 0.6 m could be adopted and tree influence is not of concern.

For a traditional spread foundation at a nominal depth of 1.0 to 1.5 m begl within weathered Chester Formation, an allowable bearing pressure of 150 kN/m2 is considered appropriate with total settlements not anticipated to exceed 25 mm, which would increase to 250 kN/m2 below 2.5 m begl in very dense sand/sandstone rock.

Foundations should be inspected by suitably qualified staff and any soft or loose material at formation level would need to be excavated and replaced with engineered granular fill or lean‐mix concrete. Floor Slabs Given that the thickness of Made Ground typically exceeds 0.6 m across the proposed development footprint, it is recommended that a suspended floor slab design should be adopted. Pavement Design For preliminary design purposes, the following long‐term equilibrium CBR values could be assumed for the various near‐surface materials present at the site:

 Made Ground: 2 %;  Chester Formation: 5‐10 %.

The proposed formation should be proof rolled and caution would need to be exercised to ensure that any soft/loose material at formation is excavated and replaced with suitably compacted granular fill. Once road alignments and levels have been finalised, in situ CBR tests should be undertaken to allow detailed design of road formations to be made. Buried Concrete A Design Sulphate Class of DS‐1 and an ACEC class of AC‐1 apply at the site. Dewatering Based on the findings of this investigation, groundwater ingress is unlikely in temporary excavations; however, any localised seepages/water ingress should be controlled by sump pumping. Excavations Conventional mechanical excavation should be readily achievable through the near‐surface Made Ground and weathered Chester Formation; however, hydraulic breaking equipment and/or heavier plant may be required in to grub out the existing concrete slab and to penetrate deeper into sandstone rock strata.

Care should be taken to limit the exposure of any excavation prepared to receive concrete, which may cause deterioration and a reduction in bearing capacity. Any foundation excavations would need to be inspected by qualified personnel and any soft or very loose materials that are encountered should be removed and replaced with compacted granular fill or lean mix concrete. Soakaways Infiltration testing was attempted in TP1 and TP2 in accordance with BRE:365 2016. In accordance with guidance in BRE:365, where it was not possible to carry out a full‐depth soakage test, the soil infiltration rate calculation has been based on the time for the fall of the water level from 75 % to 25 % of the actual water depth achieved in the test.

The recalculated infiltration rates in the Chester Formation between depths of 1.5 and 2.6 m begl ranged from 1.57x10‐5 to 3.37x10‐5 m/s and it is recommended that an infiltration rate of 1x10‐5 m/s is adopted for the design of soakaways in Chester Formation at the depth range 1.5 to 2.6 m begl.

The Made Ground is not considered suitable for soakaway drainage. Additional Work Comments Various Issue report to all appropriate regulators for comment and approval prior to any development works starting on site. Further soil‐gas monitoring required to clarify prevalent soil‐gas regime and determine appropriate gas protection strategy.

The above summary is intended for reference purposes only and specific details should be obtained by reading the entire report.

FOREWORD

This report has been prepared for the sole internal use and reliance of the Client(s) named on the Project Quality Assurance Information Sheet. This report shall not be relied upon or transferred to any other parties without the express written authorisation of Georisk Management Ltd (Georisk). If an unauthorised third party comes into possession of this report they rely on it at their peril and the authors owe them no duty of care and skill.

The report should be read in its entirety, including all associated drawings and appendices. Georisk cannot be held responsible for any misinterpretations arising from the use of extracts that are taken out of context.

The findings and opinions conveyed in this report are based on information obtained from a variety of sources as detailed within this report and which Georisk believes is reliable. All reasonable care and skill has been applied in examining the information obtained, nevertheless, Georisk cannot and does not guarantee the authenticity or reliability of the information it has relied upon.

The report represents the findings and opinions of experienced geoenvironmental consultants. Georisk does not provide legal advice and the advice of lawyers may also be required.

Any recommendations made or opinions expressed in the Report are based on the exploratory hole records, an examination of samples and the results of the site and laboratory tests. No liability can be accepted for conditions not revealed by the exploratory holes particularly between positions. Whilst every effort is made to ensure accuracy of data supplied any opinion expressed as to the possible configuration of strata between or below investigation locations is for guidance only and no responsibility is accepted as to its accuracy.

Unless otherwise specifically stated, this report assumes that ground levels will not change significantly from those existing at present and that the proposed development will be of two to three storey construction. If this is not to be the case, some modifications to this report may be required.

The groundwater conditions entered on the borehole records and from any monitoring programme are those observed at the time of the investigation. Groundwater levels are susceptible to seasonal fluctuations and may be higher during wetter periods than those encountered during this investigation.

Where the report refers to the potential presence of invasive plant species, such as Japanese Knotweed, or the presence of possible asbestos containing materials, it should be noted that the observations are for information purposes only and should be verified by a suitably qualified expert.

Georisk reserves the right to amend the conclusions and recommendations made in this report in the light of any further or more detailed information that may become available.

GROUND INVESTIGATION

CHESTER ROAD, STONNALL WALSALL, WS9 9DE

1. INTRODUCTION

1.1 Georisk Management Limited (Georisk) has been instructed by Couch Consulting Engineers (Couch), acting on behalf of Restful Homes Group, to carry out a ground investigation of a parcel of land located off Chester Road in Stonnall near Walsall, West Midlands. The work was carried out in accordance with Georisk’s proposal letter reference 17291/LO.001/AMG dated 22 September 2017, which was accepted by Couch by email on 29 September 2017.

1.2 The site is to be redeveloped with the construction of a new care home with gardens and soft landscaping together with hard‐surfacing for access roads and parking. The principal aims of this investigation are as follows:

 to carry out Phase I hazard identification and assessment (desk study) including determination of an initial conceptual model based on ‘source‐pathway‐target’ principles;  to determine the prevalent ground and groundwater conditions at the site;  to provide an assessment of the concentrations of a range of potential contaminants of concern within the near surface soils, including Phase II evaluation of risk to human health and/or environmental receptors;  to identify any potential geoenvironmental constraints or opportunities associated with the development of the site for a residential (care home) end use;  to provide general geotechnical design recommendations for the proposed development scheme.

1.3 This report presents the factual data obtained from the programme of fieldwork, monitoring and laboratory testing implemented by Georisk, together with an assessment of the contamination status of the near surface soils and general engineering considerations for the proposed development scheme.

2. INFORMATION SOURCES

2.1 The information sources used in the production of this report were as follows:

 site walkover to appraise current layout and conditions;  review of British Geological Survey (BGS) maps and publications;  review of information contained within public domain environmental databases maintained by the Local Authority and Environment Agency (EA), as presented in a Landmark Envirocheck Report dated October 2017;  information gained with respect to the ground and groundwater conditions established in the programme of fieldwork and monitoring carried out by Georisk;  appraisal of laboratory data resulting from chemical and geotechnical testing scheduled by Georisk;  layout as shown on drawing entitled ‘Proposed Care Home Chester Road Stonnall’ reference 3378‐06 revision A by Robothams Architects dated November 2016;  topographic survey of the site by Survey Solutions reference 18324 dated September 2006.

Report No. 17291/1 1 of 20 Chester Road, Stonnall

3. REFERENCE SOURCES

3.1 This report has been prepared with regard to the following sources of reference and guidance, supplemented with experience of similar sites:

 Investigation of Potentially Contaminated Sites – Code of Practice. British Standards Institute BS10175 (2011);  Code of Practice for Site Investigations. BS5930 (2015);  Suitable 4 Use Levels. LQM/CIEH (2015);  Human health toxicological assessment of contaminants in soil. Science Report SC050021/SR2 EA (2009);  Updated technical background to the CLEA Model. Science Report SC050021/SR3 EA (2009);  Model Procedures for the Management of Land Contamination. CLR11, DEFRA and EA (2004);  Guidance on Comparing Soil Contamination Data with a Critical Concentration. CIEH and CL:AIRE (2008);  Guidance for the Safe Development of Housing on Land Affected by Contamination. R & D Publication 66, NHBC, Environment Agency and CIEH (2008);  Concrete in Aggressive Ground. BRE Special Digest 1: Part 1 Assessing the aggressive chemical environment. Building Research Establishment (2005);  Code of practice for the characterization and remediation from ground gas in affected developments. BS8485 (2015);  Guidance on Evaluation of Development Proposals on sites where Methane and Carbon Dioxide are Present. NHBC report Edition No. 4 (2007);  Assessing Risks Posed by Hazardous Ground Gases to Buildings. CIRIA Report C665 (2006);  Site preparation and resistance to moisture. The Building Regulations 2000 Approved Document C (2004 edition);  Specification for topsoil requirements for use (BS 3882:2015);  NHBC Standards (2017);  Soakaway Design. BRE 365 (2016).

4. THE SITE

4.1 The site is situated off Chester Road in Stonnall near Walsall, West Midlands and can be located approximately by National Grid Reference 406410, 303430. The current site layout is shown on Drawing No. 17291/1 included in Appendix A and on a photograph below.

4.2 It is an irregular shaped plot of land covering an area of approximately 0.8 hectares and is a former pit/quarry. The site was densely vegetated until recently when it was cleared in preparation for the investigation works.

4.3 An area of concrete hardstanding is present in the centre of the site. The western half of the site is formed by a vegetated slope, approximately 10 m in height, associated with the former pit/quarry.

4.4 The site is bound by dense woodland to the south and west. Residential development is present to the north and Chester Road (A452) forms the eastern boundary.

4.5 No potential sources of significant on‐site contamination were recorded during the site walkover.

Report No. 17291/1 2 of 20 Chester Road, Stonnall

View of central part of the site from top of the slope in the west

5. SITE HISTORY

5.1 The history of the site and the surrounding area has been assessed by reviewing available historical County Series and Ordnance Survey maps. The maps studied, with the approximate site boundary shown, are included in Appendix B of this report and a summary is presented in Table 1.

Year Site Surrounding Area 1884 The site forms part of two agricultural fields with trees The site is in a predominantly agricultural setting to the running through the centre of the site and along the south‐east of the village of Upper Stonnall. A sand pit southern boundary. and Castlebank Plantation lie approximately 100 m to the west. A sand pit and old marl pit are mapped 150 m to the south‐west. Fishpond Wood and a pond are mapped 100 m to the north. Chester Road forms the eastern site boundary. 1902 No significant changes are mapped. A gravel pit is mapped 150 m to the north. 1923 No significant changes are mapped. The gravel pit has extended northwards. 1938 No significant changes are mapped. Residential properties have been constructed to the south and south‐west. 1955 A pit/quarry is mapped covering central and eastern The gravel pit has extended towards the north‐west. parts of the site. Houses have been constructed adjacent to the north‐ west boundary. 1970 A slope is mapped in the western part of the site with Residential development is mapped to the east of the vegetation covering the remainder of the site. site and to the south‐west. 1993 No significant changes are mapped. The southern part of the gravel pit to the north is now mapped as vegetated land. 1999 No significant changes are mapped. No significant changes are mapped. 2006 No significant changes are mapped. No significant changes are mapped. 2017 No significant changes are mapped. No significant changes are mapped. Table 1: Summary of Historical Land Usage

Report No. 17291/1 3 of 20 Chester Road, Stonnall

6. GEOENVIRONMENTAL SETTING

6.1 Geology and Mining

Geology

6.1.1 The 1:50,000 scale geological map sheet (No. 154, Lichfield) published by the British Geological Survey (BGS) indicates the site is underlain by the Chester Formation of the Sherwood Sandstone Group of Triassic age comprising sandstone and conglomerate. Superficial Deposits are not mapped beneath the site.

6.1.2 BGS mapping does not record any Made Ground at the site; however, it may be present associated with the former pit/quarry.

Mining

6.1.3 The site is located within a ‘Coal Mining Reporting Area’ as stipulated by the Coal Authority and a CON29M ‘Non‐Residential Coal Authority Mining Report’ has been obtained from the Coal Authority, reference 51001642980001 dated 2 October 2017. The report is presented in full in Appendix C and summarised below.

6.1.4 The Coal Authority report that the site is in not in a surface area that could be affected by past underground coal mining.

6.1.5 The Coal Authority has no records of any mine entries on, or within 20 m, of the site.

6.1.6 The Coal Authority report that the site is not within the boundary, or within 200 m, of an opencast site from which coal is currently being been removed by opencast methods.

6.1.7 The Coal Authority report that the site is not within a surface area that could be affected by present underground mining.

6.1.8 The Coal Authority has no records of any mine gas emission requiring action within the boundary of the site.

6.1.9 The Coal Authority indicates that the site is not in an area for which a licence has been granted to remove coal using underground methods.

6.1.10 The Coal Authority is not aware of any evidence of damage arising due to geological faults or other lines of weakness that have been affected by coal mining.

6.1.11 The Coal Authority has not received a damage notice or claim for the subject property, or any property within 50 metres, since 31 October 1994.

6.1.12 The Coal Authority is not aware of any request having been made to carry out preventive works before coal is worked.

6.1.13 The site has not been subject to remedial works by, or on behalf of, The Coal Authority under its Emergency Surface Hazard Call Out procedures.

Report No. 17291/1 4 of 20 Chester Road, Stonnall

6.1.14 Based on the information presented above, Table 4 summarises the potential risks associated with coal mining at the site:

Potential Coal Mining Issue Potential Issue? Risk Assessment Yes No Underground coal mining (recorded at shallow depths) No n/a Underground coal mining (probable at shallow depths) No n/a Mine entries (shafts and adits) No n/a Coal mining geology (fissures) No n/a Record of past mine gas emissions No n/a Recorded coal mining surface hazard No n/a Surface mining (opencast workings) No n/a Table 2: Coal Mining Risk Assessment

6.1.15 Based on information provided by the Coal Authority Mining Report and summarised above, no further action is considered necessary in respect of this potential development constraint.

6.2 Hydrology

6.2.1 A drain is mapped approximately 105 m north of the site flowing between Fishpond Wood and Castlebank Plantation.

6.2.2 Based on current information provided by the Environment Agency (EA), included in the Envirocheck report, the site is not mapped in an area likely to be at risk from river flooding.

6.3 Hydrogeology

6.3.1 The Chester Formation is classified as a ‘Principal’ aquifer by the EA, which are defined as ‘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 base flow on a strategic scale. In most cases, principal aquifers are aquifers previously designated as major aquifer’.

6.3.2 The EA has no records of any licensed groundwater abstractions or discharge consents to groundwater within 500 m of the site.

6.3.3 The site lies within a Zone 3 (total catchment) groundwater Source Protection Zone.

6.4 Waste Management

6.4.1 The EA has no records of any active landfills within 250 m of the site.

6.4.2 Within 250 m of the site, the EA/LA has a record of an historical landfill 130 m to the north‐west of the site known as ‘Shire Oak Sand and Gravel Pit’ and was operated by Amey Roadside Corporation Limited. This is coincident with the sand and gravel pit seen on historical maps from the early 1900’s. It reportedly received inert waste, although no input dates have been provided.

6.4.3 The EA/LA have records of potentially infilled ground approximately 215 m to the south of the site which was mapped in 1993. This is coincident with an old marl pit recorded on historical maps.

6.5 Pollution

6.5.1 The EA has no records of major or significant incidents to controlled waters within 250 m of the site.

Report No. 17291/1 5 of 20 Chester Road, Stonnall

6.5.2 The EA website does not identify any sites within 250 m of the study area that are potential pollution hazards or potential sources of industrial pollution and regulated under the EC Integrated Pollution Prevention and Control Directive (IPPC).

6.6 Radon

6.6.1 British Geological Survey data provided in the Envirocheck Report indicates that radon protection measures are not required for the construction of new housing on the site.

6.7 Supporting Information

6.7.1 The supporting Envirocheck Report data is presented in full as Appendix H.

7. INITIAL CONCEPTUAL MODEL AND INVESTIGATION STRATEGY

7.1 Environmental Setting

7.1.1 Based on the findings of the Phase I Desk Study presented in Sections 4 to 6 of this report, the environmental setting of the site can be summarised as follows:

 the site is situated off Chester Road in Stonnall near Walsall, West Midlands and can be located approximately by National Grid Reference 406410, 303430;  it is an irregular shaped plot of land covering an area of approximately 0.8 hectares of a former pit/quarry. The site was densely vegetated until recently when it was cleared in preparation for the investigation works;  an area of concrete hardstanding is present in the centre of the site. The western half of the site is formed by a vegetated slope, up to approximately 10 m in height, associated with the former pit/quarry;  the site is bound by dense woodland to the south and west. Residential development is present to the north and Chester Road (A452) forms the eastern boundary;  no potential sources of significant on‐site contamination were recorded during the site walkover;  historical maps show the site was undeveloped until a pit/quarry was mapped in the central part of the site from the mid 1950’s;  the surrounding area has remained predominantly agricultural with some small‐scale residential development commencing in the 1970’s;  the geology at the site is anticipated to comprise possible Made Ground, associated with any infilling of the former pit/quarry, overlying the Chester Formation of the Sherwood Sandstone Group of Triassic age. Superficial deposits are not mapped beneath the site;  the Coal Authority report that the site is in not in a surface area that could be affected by past underground coal mining;  the Chester Formation is classified by the EA as a ‘Principal’ aquifer;  the EA has no records of any licensed groundwater abstractions or discharge consents to groundwater within 500 m of the site;  it is in a Zone 3 (total catchment) groundwater Source Protection Zone;  the nearest surface watercourse is a drain approximately 105 m north of the site flowing between Fishpond Wood and Castlebank Plantation;  based on current information provided by the Environment Agency (EA), included in the Envirocheck report, the site is not mapped in an area likely to be at risk from river flooding;  within 250 m of the site, the EA/LA has a record of an historical landfill 130 m to the north‐west of the site known as ‘Shire Oak Sand and Gravel Pit’ and was operated by Amey Roadside Corporation Limited. This is coincident with the sand and gravel pit seen on historical maps from the early 1900’s. It reportedly received inert waste, although no input dates have been provided;

Report No. 17291/1 6 of 20 Chester Road, Stonnall

 the EA/LA have records of potentially infilled ground approximately 215 m to the south of the site which was mapped in 1993. This is coincident with an old marl pit recorded on historical maps;  radon protection measures are not required for the proposed development at the site.

7.2 Initial Conceptual Model and Preliminary Risk Assessment

General

7.2.1 The initial conceptual model and preliminary risk assessment are based on information derived from the desk study to provide a qualitative assessment of risk posed to human health and environmental receptors from potential on and off‐site sources of contamination as defined within Part IIA of the Environmental Protection Act (1990). For a significant risk to exist, it must be established that contamination has the potential to cause harm to susceptible targets. This is known as “pollutant linkage” and requires three criteria to be identified at a significant level:

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

7.2.2 EA R&D66 (2008) includes a risk classification system based on classification of consequence and probability. The table below shows a risk matrix, in which the likelihood or probability of each pollutant linkage being realised is ranked against the severity of the consequences. The result is the risk classification, based upon which risk management actions can be implemented. The individual sources, pathways and receptors identified are assessed against this risk matrix; potential pollutant linkages and associated risks are recorded.

Severity of Consequence Severe Medium Mild Minor High Very high risk High risk Moderate risk Moderate / low risk Likelihood Likely High risk Moderate risk Moderate / low risk Low risk Low Moderate risk Moderate / low risk Low risk Very low risk Likelihood Probability of

pollutant linkage Unlikely Moderate / low risk Low risk Very low risk Very low risk Table 3: Risk Matrix

7.2.3 Definitions of risk terminology are as follows.

7.2.4 Very high risk: there is a probability that severe harm could arise to a designated receptor from an identified source, or there is evidence that severe harm to a designated receptor is currently occurring.

7.2.5 High risk: harm is likely to arise to a designated receptor from an identified source.

7.2.6 Moderate risk: it is possible that harm could arise to a designated receptor from an identified source. However, it is relatively unlikely that any such harm would be severe, or if any harm were to occur it is more likely that the harm would be relatively mild.

7.2.7 Low risk: it is possible that harm could arise to a designated receptor from an identified source, but it is likely that this harm, if realised, would at worst normally be mild.

7.2.8 Very low risk: there is a low possibility that harm could arise to the receptor. In the event of such harm being realised it is not likely to be severe. Report No. 17291/1 7 of 20 Chester Road, Stonnall

7.2.9 Professional judgement and experience has been used to estimate the combination of probability and consequence of the harm posed by the pollutant linkages identified. This allows the risk to be evaluated on a qualitative basis. The risk category is used to prioritise/target the site investigation. Using this matrix and the available screening limits it has been possible to carry out a semi‐ quantitative risk assessment for the sources, pathways and receptors which have been identified at the site.

7.2.10 The initial conceptual model also illustrates the contaminants of concern identified from the contamination assessment, and demonstrates the potential pathways and receptors which are considered likely to exist at the site.

7.2.11 Risk is based on a consideration of both:

 the likelihood of an event (probability); and  the severity of the potential consequences.

7.2.12 A pollutant linkage must be established before tests for probability and consequence are applied. If there is no pollutant linkage then there is no potential risk and there is no need to apply tests for probability and consequence. The risk assessment needs to include a logical and transparent system to define categories of severity of consequence and probability of occurrence. The initial conceptual model and preliminary risk assessment are discussed below.

Proposed Development

7.2.13 The proposed development is to comprise a new care home with hard‐surfaced areas for parking and access roads. Tiered landscaping and garden areas are also shown on the proposed layout drawing included in Appendix A.

Potential On‐Site Sources of Contamination

7.2.14 Based on information derived from the Phase I Desk Study, the following on‐site sources of contamination have been identified that could affect the proposed development:

 Made Ground associated with potentially infilled pit/quarry;  hazardous soil‐gases derived from any on‐site Made Ground.

Potential Off‐Site Sources of Contamination

7.2.15 Based on information derived from the Phase I Desk Study, the following off‐site sources of contamination have been identified that could affect the proposed development:

 hazardous soil‐gases derived from historical landfill site ‘Shire Oak Sand and Gravel Pit’ located approximately 130 m to the north.

Targets/Receptors

7.2.16 The following site‐specific targets are considered potentially feasible:

 site workers – construction personnel involved in redevelopment works;  long term site users – care home residents and workers;  plant life – landscaped areas;  building fabric and foundations; Report No. 17291/1 8 of 20 Chester Road, Stonnall

 controlled waters – Chester Formation classified as a ‘Principal’ aquifer.

Pathways

7.2.17 The potential pathways that are considered relevant to this site are as follows:

 direct contact with and/or incidental ingestion of any contaminated soils or dusts derived from contaminated soil;  direct contact with, incidental ingestion or inhalation of dust derived from any contaminated soil;  direct contact between contaminated soils and building substructures;  migration of hazardous soil‐gases via permeable strata or via ducts/drains into confined spaces;  vertical/lateral migration of mobile contaminants into controlled waters receptors.

Pollutant Linkages

7.2.18 Based on the ‘source‐pathway‐target’ information presented above, the following potential pollutant linkages have been identified at the site:

Source Pathway Target Consequence Probability Risk Possible Dermal contact Site user: care home Mild Low Low contamination residents and workers within the near‐ Site construction Mild Low Low surface Made worker Ground Ingestion Site user: care home Mild Low Low residents and workers Site construction Mild Low Low worker Dermal contact with Site user: care home Mild Low Low dust derived from residents and workers contaminated soil Site construction Mild Low Low worker Ingestion of dust derived Site user: care home Mild Low Low from contaminated soil residents and workers Site construction Mild Low Low worker Inhalation of dust Site user: care home Mild Low Low derived from residents and workers contaminated soil Site construction Mild Low Low worker Direct contact Buildings Mild Low Low Direct contact Water supply Minor Unlikely Very Low pipework Soil‐gas migration Indoor inhalation of soil‐ Site user: care home Medium Unlikely Low from off‐site gases/vapours residents and workers historical landfill to the north Table 4: Pollutant linkages

7.2.19 Based on the proposed end use of the site, the site is considered to represent a low risk to human health, which should be assessed through a basic programme of chemical testing, soil‐gas monitoring and risk assessment in accordance with current guidance (CLEA).

7.2.20 Based on the known previous land usage of the site and surrounding area, the identified pollutant linkages and geological setting, it is considered that the site represents a very low risk to controlled waters. No further assessment of risk to controlled waters is considered necessary unless significant contamination is identified at the site.

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Contaminants of Concern

7.2.21 The following potential contaminants typically associated with an existing residential development are considered appropriate for this assessment:

 selected toxic and phytotoxic metals (arsenic, cadmium, chromium, copper, lead, mercury, nickel, selenium and zinc);  speciated polyaromatic hydrocarbons (PAH);  pH;  cyanide;  phenol;  sulphate;  asbestos (where Made Ground is present).

7.3 Investigation Strategy

7.3.1 Based on the information presented above, the strategy proposed for the ground investigation is as follows:

Exploratory Holes Purpose All exploratory holes; To determine prevalent ground and groundwater conditions across site, including: combination of machine  nature and extent of any Made Ground; excavated trial pits and light  nature and extent of any soil contamination; percussive boreholes:  suitability of the ground for foundations and pavement design. TP1 to TP8 and BH1 to BH6 All boreholes: Undertake in‐situ Standard Penetrations Tests (SPT) to determine a geotechnical BH1 to BH6 strength profile. Selected boreholes: Construction of groundwater and soil‐gas monitoring installations to facilitate BH3 and BH4 assessment of risk posed by any hazardous soil‐gases and establish standing water levels. Selected trial pits: Infiltration testing in general accordance with BRE:365 (2016). TP1 and TP2 Table 5: Investigation Strategy

8. FIELDWORK, MONITORING AND LABORATORY TESTING

8.1 Fieldwork

8.1.1 The fieldwork was carried out on 18 October 2017 and comprised the following elements:

 6 No. dynamic sampling boreholes, designated BH1 to BH6, put down to a maximum depth of 2.8 m below existing ground level (begl);  in‐situ Standard Penetration Tests (SPT) in BH1 to BH6;  construction of 2 No. 50 mm diameter combined soil‐gas and groundwater monitoring wells in BH3 and BH4;  8 No. trial pits, designated TP1 to TP8, excavated by machine to a maximum depth of 3.6 m begl;  infiltration testing carried out in TP1 to TP2 to assess the potential use of soakaway drainage at the site.

8.1.2 The positions of the exploratory holes were set out by Georisk and are shown on Drawing No. 17291/1 in Appendix A.

Report No. 17291/1 10 of 20 Chester Road, Stonnall

8.1.3 The fieldwork was supervised by Georisk. All soil description and sample logging was carried out in accordance with BS 5930 (2015) and the exploratory hole logs are presented in Appendix D.

8.1.4 Small disturbed samples were recovered from the exploratory holes as necessary to facilitate sample description and for subsequent laboratory testing.

8.1.5 Observations of groundwater encountered during the fieldwork are included on the relevant exploratory hole records included in Appendix D.

8.1.6 Infiltration testing was carried out in TP1 and TP2 to assess the potential use of soakaway drainage at the site. The testing was undertaken in general accordance with BRE 365 (2016). The test results are presented in Appendix E and discussed in Section 12.

8.2 Soil‐Gas and Groundwater Monitoring

8.2.1 Combined soil‐gas and groundwater monitoring installations were constructed in BH3 and BH4 as shown on the borehole records included in Appendix D. Monitoring has been carried on three occasions between 23 October and 20 November 2017. The results of the monitoring are discussed in Section 11 and the following measurements were taken in sequence:

 atmospheric pressure (mb);  relative pressure (mb);  flow monitoring (l/hr);  measurement of CO2 , CH4 and O2 gas concentrations (% by volume; % v/v);  groundwater level (m begl).

8.2.2 The results of the soil‐gas and groundwater monitoring are presented in Appendix F.

8.3 Chemical Testing

8.3.1 A programme of chemical testing was scheduled by Georisk on selected soil samples retrieved from the exploratory holes. The testing was carried out at an independent UKAS accredited laboratory for the contaminants of concern as indicated in Section 7. The chemical test results are presented in Appendix G.

8.4 Geotechnical Testing

8.4.1 Routine geotechnical testing to inform buried concrete design was carried out on selected samples. The testing was carried out in accordance with BS1377 (1990) at an independent UKAS accredited laboratory and results are presented in Appendix G.

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9. GROUND AND GROUNDWATER CONDITIONS

9.1 General

9.1.1 Full details of the ground conditions encountered by Georisk are presented on the exploratory hole records included in Appendix D; however, a summary is presented in the following sections.

9.2 Topsoil

9.2.1 Topsoil was recorded in TP1, TP3 to TP6 and BH6 to depths of between 0.1 and 0.3 m begl. It comprised brown sandy clay with occasional gravel of sandstone and quartzite and rare brick.

9.3 Made Ground

9.3.1 Made Ground was recorded in TP1 to TP3 and BH1 to BH5 to depths of between 0.9 and 2.6 m begl; however, it was not fully penetrated in BH1 to a penetrated depth of 1.45 m begl.

9.3.2 A surface‐layer of concrete was encountered in BH2 to BH5 which varied in thickness between 0.15 and 0.3 m. Beneath the concrete surfacing in BH3 to BH5, there was a layer of subbase comprising tarmac, clinker, coal, brick, ceramic, concrete and tile to depths of between 0.2 and 1.0 m begl. A 0.1 m thick surface‐layer of tarmac was present in TP2.

9.3.3 The Made Ground underlying the topsoil/hardstanding and subbase was predominantly granular; comprising very loose and loose, but locally dense, silty gravelly sand and sandy gravel with gravel content being brick, concrete, tile, ash, mudstone, sandstone and quartzite. Rare metal pipe and paving slabs were recorded in TP1 and TP2 and breeze blocks were observed in TP6. Localised soft silty sandy clay with rare gravel of tile, concrete and brick was identified in TP3 between 0.1 and 1.0 m begl.

9.3.4 The results of 5 No. Standard Penetration Tests (SPT) carried out in Made Ground at depths of 1.0 and 1.4 m begl returned ‘N’ values of between 3 and 50, which is summarised in Table 5.

Depth Minimum SPT Maximum SPT Material Description (m begl) ‘N’ value ‘N’ value 1.0 3 48 MADE GROUND: Very loose to dense sand 1.4 50 ‐ MADE GROUND: Very dense sand Table 6: Summary of SPT Results in Made Ground

9.4 Chester Formation

9.4.1 Weathered Chester Formation was encountered beneath the topsoil/Made Ground and was proved to depths of between 0.4 m begl and at least 3.6 m begl. It generally comprises medium dense to very dense slightly gravelly to gravelly sand with gravel of quartzite, weathered sandstone, siltstone and mudstone. Sand and gravel and gravel was recorded in TP4 and TP5 excavated on the top of the slope in the north‐east of the site.

9.4.2 The weathered materials grade into rock at depths of between 0.4 and 0.5 m begl in TP7, TP8 and BH6 and at depths of between 2.3 and 3.2 m begl in TP2, TP3 and TP6. It comprises reddish and yellowish brown highly weathered to completely weathered extremely weak to moderately strong sandstone and conglomerate.

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9.4.3 The results of 7 No. SPT carried out in Chester Formation at depths of between 0.8 and 2.8 m begl returned ‘N’ values between 10 and 80, which are summarised in Table 7.

Depth Minimum SPT Maximum SPT Material Description (m begl) ‘N’ value ‘N’ value 0.8‐1.0 50 60 Very dense SAND and moderately strong SANDSTONE 1.5 55 ‐ Very dense SAND 2.0 10 20 Medium dense SAND 2.8 50 80 Very dense SAND Table 7: Summary of SPT Results in Chester Formation

9.5 Evidence of Contamination

9.5.1 No visual or olfactory evidence of significant contamination was observed during the site investigation.

9.6 Groundwater

9.6.1 During the fieldwork, groundwater was not encountered in any of the exploratory holes.

9.6.2 Groundwater monitoring standpipes were installed in BH3 and BH4 and have been monitored on three occasions between 23 October and 20 November 2017. Both installations have remained dry throughout the monitoring period. The results of the groundwater monitoring are included in Appendix F.

9.7 Soil‐Gas

9.7.1 The results of the soil‐gas monitoring programme are presented in Appendix F and discussed in Section 11.

9.8 Development of Conceptual Model

9.8.1 Based on the ground and groundwater conditions revealed by the geoenvironmental investigation carried out and detailed above, the preliminary conceptual model described in Section 7 is considered representative of the actual site conditions in relation to the proposed development.

10. HUMAN HEALTH RISK ASSESSMENT

10.1 General

10.1.1 The UK approach to the assessment of contaminated land is based upon the principles of risk assessment, which is founded on the use of “source‐pathway‐target” principles in order to establish the potential presence of “pollutant linkage”. The main legislative driver for dealing with historical land affected by contamination is Part 2A of the Environmental Protection Act 1990. Under Part 2A, land is considered contaminated if it is determined that there is a ‘Significant Possibility of Significant Harm’ (SPOSH) to human health.

10.1.2 Georisk adopts a tiered approach to risk assessment in accordance with current UK guidance and good practice. The initial step of this process, known as Tier 1, is the comparison of site‐derived data with relevant guideline levels.

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10.1.3 Should the adopted criteria be exceeded then two courses of action are available. The first is to break the pollutant linkage by undertaking remedial works such as removing or treating the contaminated soil. Alternatively, a more detailed risk assessment can be carried out to determine whether a contamination risk exists.

10.1.4 The UK approach to the assessment of human health risk from contaminated land is set out in the CLEA (Contaminated Land Exposure Assessment) framework, which was first published in 2002 by the Department for Environment, Food and Rural Affairs (DEFRA) and the EA. The original guidance was withdrawn and revised guidance issued in 2009, which is set out in the following documents published by the EA:

 Human health toxicological assessment of contaminants in soil. Science Report SC050021/SR2;  Updated technical background to the CLEA Model. Science Report SC050021/SR3.

10.1.5 The CLEA model uses generic assumptions about the fate and transport of chemicals in the environment and a generic conceptual model for site conditions together with human behaviour to estimate long term human exposure to soil contaminants.

10.1.6 Soil Guideline Values (SGV) were derived using the CLEA Model by comparing estimated exposure with ‘Health Criteria Values’ (HCV) that represent a tolerable risk to health from chronic exposure. SGVs are scientifically based ‘generic assessment criteria’ that can be used to simplify the assessment of risk to human health from chronic exposure to contaminants in soil. SGVs are a screening tool for the ‘generic quantitative risk assessment’ of land contamination.

10.1.7 Since revised SGVs were developed in 2009, revised Part 2A statutory guidance was then published in 2012. The revised Part 2A statutory guidance introduces a four category system for classifying land under Part 2A for cases of SPOSH to human health. Category 4 applies to land where the level of risk posed is acceptably low. DEFRA appointed CL:AIRE to develop ‘Category 4 Screening Levels’ (C4SL), which would provide a simple test for deciding when land is suitable for use and definitely not contaminated.

10.1.8 Further to this, Suitable for Use Levels (S4UL) published by the Chartered Institute of Environmental Health (CIEH) and Land Quality Management (LQM) were issued in January 2015. These provide a comprehensive update of previous GAC published by CIEH.

10.1.9 The following hierarchy has been adopted by Georisk for determining which assessment criteria to be followed:

 Suitable 4 Use Levels (S4UL) developed by LQM/CIEH (2015);  C4SL;  CLEA SGV;  Soil Screening Values developed by Atkins AtRisk.

10.2 Human Health Risk Assessment Design

Proposed Development

10.2.1 The proposed development is to comprise a new care home with hard‐surfaced areas for parking and access roads. Tiered landscaping and garden areas are also shown on the current layout included in Appendix A.

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Assessment Criteria

10.2.2 The assessment criteria used for the screening of contaminants is summarised in Table 8.

Contaminant Group Determinands Assessment Criteria Selected ORGANIC CONTAMINANTS Non‐halogenated Phenol LQM/CIEH S4UL hydrocarbons Polyaromatic Hydrocarbons USEPA 16 priority compounds LQM/CIEH S4UL (PAH) INORGANIC CONTAMINANTS Metals Lead C4SL Arsenic, Cadmium, Chromium, Copper, LQM/CIEH S4UL Mercury, Nickel, Selenium, Zinc Non‐metals Cyanide Atkins AtRisk Soil Screening Value (SSV) Table 8: Human Health Risk Assessment Criteria

End Use

10.2.3 In view of the proposed development, a ‘residential without home‐grown produce’ with 1 % organic matter content end use conceptual model is considered appropriate for the site.

Statistical Analysis

10.2.4 In view of the sites former usage, it is considered appropriate to assess contaminant levels by comparing test results with the relevant S4UL, C4SL or SSV rather than carrying out statistical analysis.

Contaminants of Concern

10.2.5 The potential contaminants of concern are detailed in Section 7 and these contaminants have subsequently been targeted for chemical analysis.

10.3 Generic Quantitative Human Health Risk Assessment

10.3.1 The results of the soil testing are summarised in Table 9.

Contaminant of Concern Measured Concentration Critical Concentration Number of Results that Exceed (mg/kg) (S4UL/C4SL/SSV) (S4UL/C4SL/SSV) Min Max (mg/kg) Arsenic 4.5 95 40 1 (6) Cadmium <0.2 1.0 85 0 (6) Chromium 9.7 29 910 0 (6) Copper 10 110 7100 0 (6) Cyanide <1 ‐ 34 0 (6) Lead 4.9 76 310 0 (6) Mercury <0.3 0.5 56 0 (6) Nickel 9.6 85 180 0 (6) Phenol <1.0 ‐ 280 0 (6) Selenium <1.0 ‐ 430 0 (6) Zinc 24 290 40000 0 (6)

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PAH Compounds Acenaphthene <0.05 ‐ 3000 0 (6) Acenaphthylene <0.05 ‐ 2900 0 (6) Anthracene <0.05 ‐ 31000 0 (6) Benzo(a)anthracene <0.05 ‐ 11 0 (6) Benzo(a)pyrene <0.05 ‐ 3.2 0 (6) Benzo(b)fluoranthene <0.05 ‐ 3.9 0 (6) Benzo(ghi)perylene <0.05 ‐ 360 0 (6) Benzo(k)fluoranthene <0.05 ‐ 110 0 (6) Chrysene <0.05 ‐ 30 0 (6) Dibenz(ah)anthracene <0.05 ‐ 0.31 0 (6) Fluoranthene <0.05 ‐ 1500 0 (6) Fluorene <0.05 ‐ 2800 0 (6) Indeno(123‐cd)pyrene <0.05 ‐ 45 0 (6) Naphthalene <0.05 ‐ 2.3 0 (6) Phenanthrene <0.05 ‐ 1300 0 (6) Pyrene <0.05 ‐ 3700 0 (6) Table 9: Summary of Chemical Test Results

10.3.2 The majority of test results for the contaminants of concern are below the relevant assessment criteria; however, there is a localised exceedance of arsenic (95 mg/kg) in Made Ground in TP1.

10.3.3 Six samples of Made Ground were screened for the presence of asbestos; asbestos was not detected in any of the samples tested.

10.3.4 Concentrations of phytotoxic metals are below levels considered to pose a risk to new plantings (refer to BS 3882:2015).

10.4 Material Classification

10.4.1 Waste Acceptance Criteria (WAC) testing has been carried out to supplement the standard chemical testing to assess disposal criteria and the results are presented in Appendix G.

10.4.2 WAC testing of Made Ground indicates it is likely to be classified as “inert” waste for disposal purposes.

10.4.3 The natural soil at the site should also be classified as “inert” waste.

10.4.4 Waste disposal classifications and costs should be confirmed with the receiving landfill operator before final decisions are taken to dispose of any excess materials off‐site.

10.5 Risk Evaluation

10.5.1 The localised exceedance of arsenic in TP1 lies beneath an area of proposed soft landscaping at the south‐eastern corner of the proposed care home. It is considered that any potential risk to human health associated with this could be addressed by the placement/retention of 300 mm of site‐won topsoil in landscaped areas around the care home building at the lower level of the site.

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10.5.2 In the unlikely event that any areas of previously identified contaminated soil be encountered following demolition or during construction works, we would recommend consultation with Georisk to ensure that our recommendations continue to apply. Any potentially contaminated soils should be left in situ pending further assessment.

10.5.3 It is recommended that a copy of this report is supplied to utility companies and that their recommendations in respect of buried services should be adhered to.

10.5.4 Prior to any development works starting at the site, it is recommended that these proposals are agreed with the Local Authority and NHBC as appropriate.

11. SOIL‐GAS RISK ASSESSMENT

11.1 Risk Assessment Protocol

11.1.1 Current best practice for the assessment of soil‐gas risk to non‐low rise housing developments is given in CIRIA Report C665 ‘Assessing Risks Posed by Hazardous Ground Gases to Buildings’ (2007) and BS8485 (2015) ‘Code of practice for the characterization and remediation from ground gas in affected developments’.

11.1.2 C665 sets out a semi‐quantitative procedure to estimate gas risk, which was proposed by Wilson & Card (1999) and is a development of a procedure given in CIRIA 149 (1995). This method also uses both gas concentrations and borehole flow rates to define a Characteristic Situation for a site based on the limiting gas volume flow for methane and carbon dioxide. For a given Characteristic Situation, a set of remedial measures can be applied to the development.

11.2 Monitoring Results

11.2.1 The gas monitoring installations in BH3 and BH4 which have been monitored on three occasions between 23 October and 20 November 2017. The results of the soil‐gas monitoring are summarised in Table 10 (in terms of maximum gas concentrations for methane and steady‐state concentrations for carbon dioxide).

Well Methane Carbon Dioxide Positive Flow Methane Carbon Dioxide Concentrations Concentrations Rates (l/hr) Gas Screening Gas Screening (% v/v) (% v/v) Value (GSV) Value (GSV) (l/hr) (l/hr) BH3 ‐ 1.8‐6.0 0.0‐0.2 n/a 0.012 BH4 ‐ 2.0‐7.3 0.0‐0.1 n/a 0.015 Table 10: Summary of Soil‐Gas Monitoring Results

11.2.2 No methane has been recorded in the borehole installations during the monitoring.

11.2.3 Steady state carbon dioxide levels range from 1.8 to 7.3 % by volume (% v/v) and typically were seen to increase during the monitoring period.

11.2.4 A maximum positive gas flow of 0.2 l/hr has been recorded during the monitoring programme. Ambient atmospheric pressure has ranged between 994 and 1006 during the monitoring period.

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11.3 Risk Assessment and Protection Strategy Recommendations

11.3.1 For a ‘Characteristic Situation 1’, the typical maximum concentration for methane (1%) has not been exceeded.

11.3.2 For a ‘Characteristic Situation 1’, the typical maximum concentration for carbon dioxide (5%) has been exceeded in both monitoring installations with a maximum recorded concentration of 7.3 %v/v.

11.3.3 To provide a further detailed level of assessment, Gas Screening Values (GSV) have also been determined. The GSV is calculated by multiplying the borehole flow rate and gas concentration (in terms of % v/v) and the GSV is then used to determine the level of gas protection necessary to protect future users of the proposed development.

11.3.4 A maximum GSV of 0.015 l/hr has been calculated, which equates to ‘Characteristic Situation 1’ for which the GSV should be below <0.07 l/hr.

11.3.5 As the typical maximum concentration for carbon dioxide has been exceeded, consideration should be given to increasing the ‘Characteristic Situation’ classification to ‘Characteristic Situation 2’. The potential significant sources of soil‐gas identified were on‐site Made Ground, which essentially comprises sand/gravel of inert materials, and an off‐site historical landfill site, which accepted inert waste, both of these are considered to pose a very low risk to the proposed development.

11.3.6 The maximum GSV of 0.015 l/hr is below the GSV trigger to ‘Characteristic Situation 2’ and is consistent with ‘Characteristic Situation 1’ conditions; however, as carbon dioxide concentrations have risen and were above 5 % on the final monitoring visit, it is recommended that further monitoring is carried out to clarify the prevalent soil‐gas regime and determine the most appropriate level of gas protection required for the development.

11.3.7 Radon protection is not required for the proposed development.

12. ENGINEERING CONSIDERATIONS

12.1 Preparatory Works

12.1.1 The proposed development will require reprofiling of the site to create a development platform for the care home that will necessitate ‘cut’ in the south‐west corner. The existing slope is formed in weathered Chester Formation at angles up to 37o. The slope is unsupported and appears to be stable with no obvious signs of instability.

12.1.2 It is recommended that a design angle of 30o is adopted for new slopes cut into weathered Chester Formation.

12.1.3 New slopes should be adequately protected to prevent deterioration from either weathering or erosion that reduce their stability.

12.1.4 Appropriate Health & Safety measures will need to be adopted for any work on or close to existing or newly formed earth slopes and excavations should not undermine slopes, particularly around the toe of any slope, that might de‐stabilise or cause failure of the slope.

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12.2 Foundation Design

12.2.1 The ground investigation has recorded nominal thicknesses of topsoil and variable Made Ground to depths typically between 0.9 and 2.6 m begl. The Made Ground overlies weathered Chester Formation, which comprises medium dense to very dense sand grading into sandstone rock with depth.

12.2.2 Groundwater was not encountered during the fieldwork and boreholes have remained dry through the monitoring period.

12.2.3 Across the central part of the site where the proposed care home is to be constructed, there is a significant thickness of Made Ground which is not considered suitable as a founding stratum. Foundations would need to extend at least 300 mm into competent weathered Chester Formation comprising medium dense to very dense sand grading into sandstone and conglomerate rock.

12.2.4 These deposits are considered to be non‐shrinkable and; therefore, a minimum founding depth of 0.6 m could be adopted and tree influence is not of concern.

12.2.5 For a traditional spread foundation at a nominal depth of 1.0 to 1.5 m begl within weathered Chester Formation, an allowable bearing pressure of 150 kN/m2 is considered appropriate with total settlements not anticipated to exceed 25 mm, which would increase to 250 kN/m2 below 2.5 m begl in very dense sand/sandstone rock.

12.2.6 Foundations should be inspected by suitably qualified staff and any soft or loose material at formation level would need to be excavated and replaced with engineered granular fill or lean‐mix concrete.

12.3 Floor Slabs

12.3.1 Given that the thickness of Made Ground typically exceeds 0.6 m across the proposed development footprint, it is recommended that a suspended floor slab design should be adopted.

12.4 Road/Pavement Design

12.4.1 For preliminary design purposes, the following long‐term equilibrium CBR values could be assumed for the various near‐surface materials present at the site:

 Made Ground: 2 %;  Chester Formation: 5‐10 %.

12.4.2 The proposed formation should be proof rolled and caution would need to be exercised to ensure that any soft/loose material at formation is excavated and replaced with suitably compacted granular fill. Once road alignments and levels have been finalised, in situ CBR tests should be undertaken to allow detailed design of road formations to be made.

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12.5 Buried Concrete Requirements

12.5.1 For the near‐surface soils, water soluble sulphate testing results (expressed as SO4 in a 2:1 water:soil extract) range from 0.0026 to 0.12 g/l with pH values of 6.1 to 7.9. Following the guidance given in the BRE Special Digest 1 (2005) and assuming ‘mobile’ groundwater conditions for a ‘brownfield’ site, the Aggressive Chemical Environment for Concrete (ACEC) classification has been determined. These indicate a Design Sulphate Class of DS‐1 and an ACEC class of AC‐1 apply at the site.

12.6 Excavations

12.6.1 Conventional mechanical excavation should be readily achievable through the near‐surface Made Ground and weathered Chester Formation; however, hydraulic breaking equipment and/or heavier plant may be required in to grub out the existing concrete slab and to penetrate deeper into sandstone rock strata.

12.6.2 Care should be taken to limit the exposure of any excavation prepared to receive concrete, which may cause deterioration and a reduction in bearing capacity. Any foundation excavations would need to be inspected by qualified personnel and any soft or very loose materials that are encountered should be removed and replaced with compacted granular fill or lean mix concrete.

12.6.3 Based on the findings of this investigation, groundwater ingress is unlikely in temporary excavations; however, any localised seepages/water ingress should be controlled by sump pumping.

12.7 Soakaways

12.7.1 Infiltration testing was attempted in TP1 and TP2 in accordance with BRE:365 2016. The test results are presented in Appendix D and show that full depth soakage was not achieved.

12.7.2 In accordance with guidance in BRE:365, where it was not possible to carry out a full‐depth soakage test, the soil infiltration rate calculation has been based on the time for the fall of the water level from 75 % to 25 % of the actual water depth achieved in the test.

12.7.3 The results are summarised in Table 11:

Test Test Effective Depth of Material Type Soil Infiltration Rate (ms‐1) Location Number Test (m begl) TP1 1a 2.71‐3.24 Chester Formation Insufficient infiltration TP1 1b 2.5‐2.59 Chester Formation 3.37 x 10‐5 TP2 1a 1.83‐2.48 Chester Formation Insufficient infiltration TP2 1b 1.58‐1.75 Chester Formation 1.57 x10‐5 a Insufficient permeability to calculate infiltration. b Infiltration rate calculated based on actual maximum water depth achieved in test. Table 11: Summary of Infiltration Test Results

12.7.4 The recalculated infiltration rates in the Chester Formation between depths of 1.5 and 2.6 m begl ranged from 1.57x10‐5 to 3.37x10‐5 m/s and it is recommended that an infiltration rate of 1x10‐5 m/s is adopted for the design of soakaways in Chester Formation at the depth range 1.5 to 2.6 m begl.

12.7.5 The Made Ground is not considered suitable for soakaway drainage.

Report No. 17291/1 20 of 20 Chester Road, Stonnall

APPENDIX A DRAWINGS

Drawing No. Drawing Title 3378‐06 Rev. A ‘Proposed Care Home’ by Robothams Architects dated November 2016 17291/1 Exploratory Hole Location Plan

Notes

This drawing is the copyright of georisk management ltd and may not be reproduced, copied or used without express

written permission.

303340.00mN 303400.00mN This drawing is to be read in conjunction with all development drawings, and designers risk assessments.

This drawing must not be scaled. Work to figured dimensions only.

406360.00mE

303360.00mN

303420.00mN

165.79

165.91

unable to survey due to vegetation to due survey to unable

unable to survey due to vegetation to due survey to unable

Assumed fence line fence Assumed

Assumed fence line fence Assumed

Vegetation 2h Vegetation

165.51

unable to survey due to vegetation to due survey to unable

Vegetation 2h Vegetation Assumed fence line fence Assumed

165.45 KEY

UK 10h UK Vegetation 2h Vegetation

P/W 1.4h P/W UK 10h UK 406380.00mE

Trial Pit Location

UK 10h UK 165.04

UK 8h UK

UK 10h UK TP01

170.82

171.25

UK 10h UK 164.56

170.61

171.08

164.58 164.84

303380.00mN

UK 10h UK

UK 10h UK

P/R 1.4h P/R

303440.00mN

UK 12h UK

UK 10h UK Dynamic Percussion Borehole

UK 10h UK UK 10h UK

UK 10h UK BH01 Location 170.24

170.80

UKs 8h UKs

UK 10h UK

Vegetation 2h Vegetation

UK 10h UK Vegetation 2h Vegetation 170.40

UK 10h UK

Vegetation 2h Vegetation

169.93

166.30

167.06

UK 10h UK

UK 12h UK

UK 10h UK

UK 12h UK 168.91 164.03

170.45 UK 8h UK

UK 10h UK

165.46

167.76

406400.00mE 168.65

164.82

UK 12h UK

Unmade ground Unmade

Unmade ground Unmade

UK 8h UK 169.43 169.43

163.76 166.17

UK 12h UK UK 12h UK

UK 12h UK 167.14

169.00

UK 10h UK

UK 10h UK UK 12h UK

UK 12h UK

UK 12h UK 169.46

UK 12h UK 170.11

168.03

UK 12h UK P/R 1.4h P/R

169.83 UK 12h UK

UKs 8h UKs

UK 12h UK 170.14

UK 12h UK

ST601 UK 10h UK

167.20

UK 12h UK

UK 12h UK

Bush 2h Bush

168.53 UK 12h UK

UK 12h UK 163.55 UK 12h UK

UK 10h UK

UK 12h UK

UK 12h UK

169.94

UK 10h UK

303460.00mN Bush 2h Bush

UK 12h UK

Vegetation 2h Vegetation UK 12h UK 166.98

UK 12h UK Bush 2h Bush

166.96

166.97

167.07 168.67

169.48

169.79

167.29

ST06 UK 12h UK 163.06

169.16

167.92

UK 12h UK UKs 8h UKs

169.38

166.83 166.73 168.76

162.50 166.83 166.70

167.84

UK 12h UK

UK 12h UK

163.99 UK 8h UK

162.62

165.12

UKs 12h UKs

Vegetation 2h Vegetation

UK 10h UK

UK 12h UK UK 14h UK

166.17 ST03

UK 12h UK

UK 12h UK UK 12h UK

161.72 A 11/16 3378 - 06 Site Plan WT

166.91

166.53

166.04

161.64

165.75 167.41

167.05

UK 12h UK

UKs 8h UKs UK 12h UK

167.38

162.74

166.41

161.06 167.77

165.69

UK 12h UK 165.48

165.60

166.82

167.96

163.77

167.11 166.30

164.80 UK 12h UK

UKs 8h UKs

167.55

168.03

166.07

167.96 164.95

406420.00mE 165.44

165.14

UK 8h UK 164.62

165.76 UK 12h UK 165.81

UK 12h UK

UKs 12h UKs

165.78

166.45

165.69

166.01 165.69

165.06

166.35 167.14 166.66 166.59

164.70

167.11

165.25

UK 12h UK 160.43

167.00

UK 12h UK

166.99

159.97

164.49

Vegetation 2h Vegetation 166.10

164.64 165.97

UK 8h UK

Assumed fence line fence Assumed

due to vegetation to due

UK 12h UK

166.13 unable to survey survey to unable

161.35

Bush 2h Bush 165.35

UK 12h UK

164.21 Unmade ground Unmade

164.28

Unmade ground Unmade

162.24

UK 8h UK

164.94

UK 12h UK

166.12 166.32

166.99

165.71

UK 12h UK

159.25

163.32

UK 12h UK 166.33

165.99

Unmade ground Unmade 166.62

UK 12h UK UK 12h UK

UK 8h UK

165.82 Rev Date Description Initials 164.13

166.86

EL 159.88 EL

166.19 164.32

166.45

UK 12h UK

163.60

165.53

166.55 165.26 Unmade ground Unmade

UK 12h UK

165.91 Client

UK 8h UK

164.32 164.76

166.35

158.71

Stable 165.31

UK 12h UK

164.70

163.77

UK 12h UK

UK 12h UK 164.02

163.76

163.35 158.16

158.92 163.85

158.69

163.15

164.66 164.14

160.08 165.15

161.15

UK 8h UK 164.46

163.38

163.14

163.32 164.08

164.28

162.29

164.22

UK 12h UK UK 12h UK

UK 8h UK

163.13 165.14

163.42

164.21 UK 12h UK

163.14

163.31 163.19

Vegetation 2h Vegetation RESTFUL HOMES GROUP

164.02

UK 8h UK

164.64

164.06

164.28

163.16 164.43

UK 12h UK

UK 12h UK 163.21

162.83

157.50

158.10

156.44

162.32

164.57

156.41

156.50

Unmade ground Unmade 163.52

UK 8h UK

164.44

162.61

163.49

164.17 156.49 UK 12h UK

159.08 156.47

UKs 8h UKs 163.68

163.60 164.54

156.37

161.65

156.34 164.29

164.30

164.53

163.89 UK 12h UK 156.28

159.98

163.84

160.85

162.41 UK 12h UK

160.70 UK 12h UK

162.59 164.27

164.20 162.59

156.51

UK 12h UK 406340.00mE

156.51

162.73

156.97 Concrete

156.45 163.04

163.50

156.26

163.45

156.28

157.48 156.36 UKs 8h UKs

ST05 162.68

CL 156.28 CL

BH

163.27

162.31

Vegetation 2h Vegetation UK 10h UK

159.90

Unmade ground Unmade

158.36 157.88

UK 10h UK

161.90

157.65 156.24

157.77

156.24 156.54

158.53

159.29

CL 156.49 CL

BH 157.55 UKs 8h UKs

162.24

Concrete

156.24

161.66 158.71

162.47

160.95 P/R 1.4h P/R

UK 10h UK

UK 10h UK 10h UK 156.60

157.11

156.19 156.44 161.56

161.98

156.13 Remains of wall 1.5h

UK 12h UK

161.56 157.27

162.02

156.37

162.16

156.53

161.58

161.51

157.29

161.66

UK 10h UK

UK 10h UK Unmade ground Unmade 161.48

161.62

161.56

156.31 162.19

156.19

156.47

156.47 155.97 161.61

156.10 156.06

156.09

157.12

156.04

160.54

162.45

161.30

Concrete

161.29

UK 10h UK

161.51

156.76

UK 10h UK georisk 156.03

156.96

157.12

156.35

161.31 160.82

162.56 M A N A G E M E N T

Unmade ground Unmade

160.98

UK 12h UK

156.08

Unmade ground Unmade

156.54

Unmade ground Unmade

UK 10h UK

160.94

160.91

157.04

160.98

156.06

160.51 406360.00mE

160.41

UK 10h UK

156.45

Unmade ground Unmade

162.42

C/B 2h C/B

155.91

156.04

156.33

156.14 161.39

UK 10h UK

160.97

156.39 160.86

156.12

156.23 156.47

UK 10h UK 156.07

156.95

156.56

156.31

156.75

156.52 155.83

UK 10h UK 160.16

156.13

156.12

156.76

160.72

Unmade ground Unmade 156.72

156.05

161.50

155.89 160.63

155.71 161.60

160.68 160.45

156.14 155.67

155.50

160.92 161.59

UKs 8h UKs

160.12

156.06

160.26

UK 12h UK

160.19 155.66

155.97

161.39 161.22

160.14 Unmade ground Unmade

157.09

155.36 S/B 10h S/B 160.52

160.09 155.71

S/B 10h S/B 156.59 UK 8h UK

159.91 Summit Point, Summit Crescent, Smethwick, Birmingham B66 1BT 160.54

Unmade ground Unmade 159.97

156.48 160.04

155.87

160.10

160.67

159.69 UK 12h UK t. 0121 553 4044, f. 0121 553 1112

UK 12h UK

156.39

159.68 160.53 160.11

156.91

156.23

156.55 www.georisk-uk.com, email. [email protected]

159.52

Concrete

Concrete

159.36

156.00

156.32 Concrete

159.30

155.82

160.24

155.48 159.33

156.00

ST02 157.22 157.67

156.83

159.30

159.45

156.12

159.33 158.06 159.22

158.41 156.59

Track Unmade ground Unmade

Vegetation 2h Vegetation

156.88 Unmade ground Unmade

158.77 159.06

ST04

UKs 8h UKs

157.61

Track

156.66

156.08

Track

157.02 158.20 158.68

157.67

159.09 Contract 155.44

159.13 158.06

Track

158.93 P/C/L 1.8h

156.59 156.59

158.91

UKs 8h UKs

158.48

159.07 155.93

156.58 UKs 8h UKs 159.79 156.58 156.60 UK 6h UK

156.46 406380.00mE

157.79

158.95

155.66 155.85 158.70

158.03

159.27

158.24 155.54 159.98

156.40

Vegetation 1.5h Vegetation

UK 8h UK

158.85 CHESTER ROAD, STONNALL

156.29 158.92 Vegetation 1.5h Vegetation

156.23 159.34

UK 8h UK

155.12

156.47 UK 8h UK

UK 8h UK

156.16

OHL

UK 10h UK

158.68

UK 10h UK

158.58

UK 8h UK

160.13

Vegetation 2h Vegetation

UK 10h UK 158.43

UK 8h UK

156.37 UK 8h UK

155.98

156.06

UK 7h UK

UK 8h UK

UK 8h UK

UK 8h UK

UK 10h UK

156.25

UK 6h UK 156.10

UK 8h UK

154.93

UKs 6h UKs 159.64

158.73 building

Brick

UK 10h UK

155.05 UK 8h UK UK 10h UK 156.17

UK 6h UK 155.33

158.28

UK 8h UK

UKs 10h UKs

155.60

UK 8h UK UK 10h UK 158.15 158.17 Drawing Title

155.37

Vegetation 1.5h Vegetation UK 8h UK

UK 10h UK UK 8h UK

157.08 EL 161.00 EL

UK 10h UK UK 10h UK

158.86

158.99 UK 10h UK

UK 10h UK UK 10h UK

UK 10h UK Vegetation 1.5h Vegetation

156.77

UK 10h UK Vegetation 1.5h Vegetation

156.44

UK 10h UK Stump

P/C/L 1.8h

156.73

UKs 10h UKs

UK 10h UK

UK 8h UK

UK 8h UK

Vegetation 2h Vegetation

157.86

157.86 155.88

UK 5h UK EXPLORATORY HOLE Gravel

UK 5h UK

154.95 UK 10h UK

157.79

157.80

UK 10h UK

UK 5h UK

158.31

303380.00mN UK 6h UK UK 8h UK

Vegetation 2h Vegetation

UK 10h UK LOCATION PLAN UK 10h UK 157.51

158.16 UK 8h UK

157.93

154.64 157.72

LP

UK 8h UK TP 157.66

UK 10h UK

157.35 157.68 157.53

156.96

157.18

Vegetation 2h Vegetation

UK 8h UK

157.86

156.96 157.62

156.72

UK 8h UK CL 157.66 CL

Vegetation 2h Vegetation

157.42

UK 8h UK

MH

UK 6h UK 157.08 157.34

157.51

156.18

UK 8h UK Drawing Status

GG

Vegetation 2h Vegetation UK 8h UK 156.95

Vegetation 2h Vegetation LP

151.34 156.16

156.57

UK 8h UK 152.28

155.59

155.50

156.47

152.58 FINAL

152.85 Speed camera markings camera Speed

153.36 CL 54.96 CL 406400.00mE

MH

156.05 153.86

154.19 158.18

151.76 158.08

152.15

151.47 155.49 157.88

GG

155.00 Drawn By Date 152.76

157.80

157.57

154.96

154.91

153.20 154.10

153.71 154.42 50 mph, Asphalt, mph, 50

GG

155.03 157.49

157.30 GG

Chester Rd, Chester MJL 15/11/17

157.19

156.98

151.04

151.73

156.88

156.68 151.38

152.15 156.59 152.54

156.40 Checked/Approved Date

156.30

151.82 BO

156.11 151.64 151.74

Asphalt 50 mph, Asphalt, mph, 50

155.79

155.99

151.87

157.72 MY 15/11/17

153.45 Chester Rd, Chester

155.68

BO 155.47 LP

155.35

153.81

155.11

157.32

154.70

151.22 153.93 154.98

154.37

152.01 154.57

151.75

154.20

157.82

152.38 153.12

ST01

156.87

153.55 Scale Drawing Number

157.43 152.91

156.48

303400.00mN

GG

156.36

156.97 NTS 17291/1 Single white line white Single

APPENDIX B HISTORICAL MAP EXTRACTS

Historical Mapping Legends

Ordnance Survey County Series and Ordnance Survey Plan, Additional SIMs and Large-Scale National Grid Data 1:2,500 and Ordnance Survey Plan 1:2,500 Supply of Unpublished Survey Information 1:1,250 1:2,500 and 1:1,250 Historical Mapping & Photography included:

Mapping Type Scale Date Pg Staffordshire 1:2,500 1884 2 Staffordshire 1:2,500 1902 3 Staffordshire 1:2,500 1923 4 Ordnance Survey Plan 1:2,500 1970 5 Additional SIMs 1:2,500 1991 6 Large-Scale National Grid Data 1:2,500 1992 7 Historical Aerial Photography 1:2,500 1999 8

Historical Map - Segment A13

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 100 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 1 of 8 Staffordshire Published 1884 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.

Map Name(s) and Date(s)

Historical Map - Segment A13

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 100 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 2 of 8 Staffordshire Published 1902 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.

Map Name(s) and Date(s)

Historical Map - Segment A13

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 100 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 3 of 8 Staffordshire Published 1923 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.

Map Name(s) and Date(s)

Historical Map - Segment A13

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 100 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 4 of 8 Ordnance Survey Plan Published 1970 Source map scale - 1:2,500 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.

Map Name(s) and Date(s)

Historical Map - Segment A13

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 100 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 5 of 8 Additional SIMs Published 1991 Source map scale - 1:2,500 The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.

Map Name(s) and Date(s)

Historical Map - Segment A13

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 100 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 6 of 8 Large-Scale National Grid Data Published 1992 Source map scale - 1:2,500 'Large Scale National Grid Data' superseded SIM cards (Ordnance Survey's 'Survey of Information on Microfilm') in 1992, and continued to be produced until 1999. These maps were the fore-runners of digital mapping and so provide detailed information on houses and roads, but tend to show less topographic features such as vegetation. These maps were produced at both 1:2,500 and 1:1,250 scales.

Map Name(s) and Date(s)

Historical Map - Segment A13

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 100 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 7 of 8 Historical Mapping Legends

Ordnance Survey County Series 1:10,560 Ordnance Survey Plan 1:10,000 1:10,000 Raster Mapping

Historical Mapping & Photography included:

Mapping Type Scale Date Pg Staffordshire 1:10,560 1883 3 Staffordshire 1:10,560 1902 - 1903 4 Staffordshire 1:10,560 1921 - 1924 5 Staffordshire 1:10,560 1938 6 Historical Aerial Photography 1:10,560 1950 7 Ordnance Survey Plan 1:10,000 1955 8 Ordnance Survey Plan 1:10,000 1972 9 Birmingham 1:25,000 1977 10 Ordnance Survey Plan 1:10,000 1983 11 Ordnance Survey Plan 1:10,000 1993 12 10K Raster Mapping 1:10,000 1999 13 10K Raster Mapping 1:10,000 2006 14 VectorMap Local 1:10,000 2017 15

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 1 of 15 Staffordshire Published 1938 Source map scale - 1:10,560 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 6 of 15 Ordnance Survey Plan Published 1955 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 8 of 15 Ordnance Survey Plan Published 1983 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 11 of 15 Ordnance Survey Plan Published 1993 Source map scale - 1:10,000 The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 12 of 15 10k Raster Mapping Published 1999 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 13 of 15 10k Raster Mapping Published 2006 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.

dummy Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 14 of 15 VectorMap Local Published 2017 Source map scale - 1:10,000 VectorMap Local (Raster) is Ordnance Survey's highest detailed 'backdrop' mapping product. These maps are produced from OS's VectorMap Local, a simple vector dataset at a nominal scale of 1:10,000, covering the whole of Great Britain, that has been designed for creating graphical mapping. OS VectorMap Local is derived from large-scale information surveyed at 1:1250 scale (covering major towns and cities),1:2500 scale (smaller towns, villages and developed rural areas), and 1:10 000 scale (mountain, moorland and river estuary areas).

Map Name(s) and Date(s)

Historical Map - Slice A

Order Details Order Number: 141331502_1_1 Customer Ref: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details Chester Road, Stonnal, WALSALL, WS9 9DE

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

A Landmark Information Group Service v50.0 02-Oct-2017 Page 15 of 15

APPENDIX C COAL AUTHORITY MINING REPORT

CON29M Non-Residential Mining Report

CHESTER ROAD STONNAL WALSALL WEST MIDLANDS

Date of enquiry: 02 October 2017 Date enquiry received: 02 October 2017 Issue date: 02 October 2017

Our reference: 51001642980001 Your reference: 141331502_2| CON29M Non-Residential Mining Report

This report is based on, and limited to, the records held by the Coal Authority and the Cheshire Brine Subsidence Compensation Board's records, at the time we answer the search.

Client name LANDMARK INFORMATION GROUP LIMITED

Enquiry address CHESTER ROAD, STONNAL, WALSALL, WEST MIDLANDS

How to contact us

0345 762 6848 (UK) +44 (0)1623 637 000 (International) Approximate position of property 200 Lichfield Lane Reproduced by permission of Mansfield Ordnance Survey on behalf of Nottinghamshire HMSO. © Crown copyright and NG18 4RG database right 2017. All rights reserved. www.groundstability.com Ordnance Survey Licence number: 100020315 /company/the-coal-authority /thecoalauthority /coalauthority

© The Coal Authority Page 2 of 8 CON29M Non-Residential Mining Report, reference 51001642980001 Summary

Has the search report highlighted evidence or potential of

1 Past underground coal mining No

2 Present underground coal mining No

3 Future underground coal mining Yes

4 Mine entries No

5 Coal mining geology No

6 Past opencast coal mining No

7 Present opencast coal mining No

8 Future opencast coal mining No

9 Coal mining subsidence No

10 Mine gas No

11 Hazards related to coal mining No

12 Withdrawal of support No

13 Working facilities order No

14 Payments to owners of former copyhold land No

15 Information from the Cheshire Brine Subsidence Compensation Board No

For detailed findings, please go to page 4.

© The Coal Authority Page 3 of 8 CON29M Non-Residential Mining Report, reference 51001642980001 Detailed findings

1. Past underground coal mining The property is not within a surface area that could be affected by past underground mining.

2. Present underground coal mining The property is not within a surface area that could be affected by present underground mining.

3. Future underground coal mining The property is not in an area where the Coal Authority has plans to grant a licence to remove coal using underground methods.

The property is not in an area where a licence has been granted to remove or otherwise work coal using underground methods.

The property is not in an area likely to be affected from any planned future underground coal mining.

However, reserves of coal exist in the local area which could be worked at some time in the future.

No notices have been given, under section 46 of the Coal Mining Subsidence Act 1991, stating that the land is at risk of subsidence.

4. Mine entries There are no known coal mine entries within, or within 20 metres of, the boundary of the property.

5. Coal mining geology The Coal Authority is not aware of any damage due to geological faults or other lines of weakness that have been affected by coal mining.

6. Past opencast coal mining The property is not within the boundary of an opencast site from which coal has been removed by opencast methods.

© The Coal Authority Page 4 of 8 CON29M Non-Residential Mining Report, reference 51001642980001 7. Present opencast coal mining The property does not lie within 200 metres of the boundary of an opencast site from which coal is being removed by opencast methods.

8. Future opencast coal mining There are no licence requests outstanding to remove coal by opencast methods within 800 metres of the boundary.

The property is not within 800 metres of the boundary of an opencast site for which a licence to remove coal by opencast methods has been granted.

9. Coal mining subsidence The Coal Authority has not received a damage notice or claim for the subject property, or any property within 50 metres, since 31 October 1994.

There is no current Stop Notice delaying the start of remedial works or repairs to the property.

The Coal Authority is not aware of any request having been made to carry out preventive works before coal is worked under section 33 of the Coal Mining Subsidence Act 1991.

10. Mine gas The Coal Authority has no record of a mine gas emission requiring action.

11. Hazards related to coal mining The property has not been subject to remedial works, by or on behalf of the Authority, under its Emergency Surface Hazard Call Out procedures.

12. Withdrawal of support The property is not in an area where a notice to withdraw support has been given.

The property is not in an area where a notice has been given under section 41 of the Coal Industry Act 1994, cancelling the entitlement to withdraw support.

13. Working facilities order The property is not in an area where an order has been made, under the provisions of the Mines (Working Facilities and Support) Acts 1923 and 1966 or any statutory modification or amendment thereof.

14. Payments to owners of former copyhold land The property is not in an area where a relevant notice has been published under the Coal Industry Act 1975/Coal Industry Act 1994.

© The Coal Authority Page 5 of 8 CON29M Non-Residential Mining Report, reference 51001642980001 15. Information from the Cheshire Brine Subsidence Compensation Board The property lies outside the Cheshire Brine Compensation District.

© The Coal Authority Page 6 of 8 CON29M Non-Residential Mining Report, reference 51001642980001 Additional remarks Information provided by the Coal Authority in this report is compiled in response to the Law Society’s Con29M Coal Mining and Brine Subsidence Claim enquiries. The said enquiries are protected by copyright owned by the Law Society of 113 Chancery Lane, London WC2A 1PL. Please note that Brine Subsidence Claim enquiries are only relevant for England and Wales. This report is prepared in accordance with the Law Society’s Guidance Notes 2006, the User Guide 2006 and the Coal Authority and Cheshire Brine Board’s Terms and Conditions applicable at the time the report was produced.

Disclaimer The Coal Authority owns the copyright in this report and the information used to produce this report is protected by our database rights. All rights are reserved and unauthorised use is prohibited. If we provide a report for you, this does not mean that copyright and any other rights will pass to you. However, you can use the report for your own purposes.

Alternative formats If you would like this report in an alternative format, please contact our communications team.

© The Coal Authority Page 7 of 8 CON29M Non-Residential Mining Report, reference 51001642980001 Enquiry boundary

Key Approximate position of enquiry boundary shown

How to contact us Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and 0345 762 6848 (UK) database right 2017. All rights +44 (0)1623 637 000 (International) reserved.

200 Lichfield Lane Ordnance Survey Licence number: 100020315 Mansfield Nottinghamshire NG18 4RG www.groundstability.com

/company/the-coal-authority /thecoalauthority /coalauthority

© The Coal Authority Page 8 of 8 CON29M Non-Residential Mining Report, reference 51001642980001

APPENDIX D EXPLORATORY HOLE RECORDS

Georisk Management Ltd. Borehole No. Tel: 0121 553 4044 email: [email protected] BH1 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Hole Type Co-ords: - Chester Road, Stonnall 17291 WLS Scale Equipment: Dynamic Percussive Sampling Rig Level: 156.60 m AOD 1:25 Logged By Client: Restful Homes Group Dates: 18-10-2017 ML Water Samples & In Situ Testing Depth Level Well Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) MADE GROUND: Dark grey to brown weathered gravelly sand. Gravel is tarmac and concrete.

0.25 156.35 MADE GROUND: Reddish brown slightly gravelly silty fine sand. Gravel is coal, ash, metal, weathered mudstone and weathered sandstone.

0.80 155.80 MADE GROUND: Dense to very dense dark reddish brown gravelly medium sand. Gravel is quartzite, chert, brick, and concrete with rare metal. Rare 1.00 CPT N=48 pockets of orange sand. 1 (4,5/6,10,14,18)

1.40 CPT 50 (17,17/50 for 1.45 155.15 210mm) End of Borehole at 1.45 m

2

3

4

Type Results

Remarks: Groundwater not encountered during drilling.

Backfilled with arisings upon completion. Georisk Management Ltd. Borehole No. Tel: 0121 553 4044 email: [email protected] BH2 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Hole Type Co-ords: - Chester Road, Stonnall 17291 WLS Scale Equipment: Dynamic Percussive Sampling Rig Level: 156.50 m AOD 1:25 Logged By Client: Restful Homes Group Dates: 18-10-2017 ML Water Samples & In Situ Testing Depth Level Well Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) MADE GROUND: Concrete. 0.15 156.35 MADE GROUND: Dark reddish brown slightly silty gravelly medium sand. Gravel is rounded chert, quartzite, brick, concrete, coal and ash.

0.50 156.00 MADE GROUND: Loose light becoming dark reddish brown slightly silty gravelly sand. Gravel is brick, concrete and rounded quartzite.

0.90 D1 1.00 CPT N=6 (1,1/1,1,1,3) 1

1.40 155.10 Very dense light yellowish brown fine SAND. 1.50 CPT 55 (10,15/55 for 1.50 155.00 150mm) (WEATHERED CHESTER FORMATION) End of Borehole at 1.50 m

2

3

4

Type Results

Remarks: Groundwater not encountered during drilling.

Backfilled with arisings upon completion. Georisk Management Ltd. Borehole No. Tel: 0121 553 4044 email: [email protected] BH3 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Hole Type Co-ords: - Chester Road, Stonnall 17291 WLS Scale Equipment: Dynamic Percussive Sampling Rig Level: 156.40 m AOD 1:25 Logged By Client: Restful Homes Group Dates: 18-10-2017 ML Water Samples & In Situ Testing Depth Level Well Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) MADE GROUND: Concrete.

0.30 156.10 MADE GROUND: Dark grey to reddish brown gravel of brick, ceramics and tile with rare coal. 0.50 155.90 MADE GROUND: Black ashy gravel of tarmac and clinker. Layer of brick at 0.7 m begl.

0.80 D1 0.90 155.50 MADE GROUND: Loose reddish brown slightly gravelly sand. Gravel is chert, 1.00 CPT N=9 (2,3/3,2,2,2) quartzite, concrete and brick. 1

1.60 154.80 Dark yellowish brown to reddish brown medium SAND. Occasional gravel of 1.70 D2 highly weathered sandstone and quartzite.

(WEATHERED CHESTER FORMATION)

2.00 CPT N=20 (1,4/5,6,5,4) 2.00 154.40 2 Medium dense becoming very dene reddish brown medium SAND. Rare gravel of quartzite and highly weathered sandstone.

(WEATHERED CHESTER FORMATION)

2.80 CPT 50 (12,13/50 for 2.80 153.60 End of Borehole at 2.80 m 150mm)

3

4

Type Results

Remarks: Groundwater not encountered during drilling.

Gas and groundwater monitoring pipe installed upon completion. Georisk Management Ltd. Borehole No. Tel: 0121 553 4044 email: [email protected] BH4 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Hole Type Co-ords: - Chester Road, Stonnall 17291 WLS Scale Equipment: Dynamic Percussive Sampling Rig Level: 156.20 m AOD 1:25 Logged By Client: Restful Homes Group Dates: 18-10-2017 ML Water Samples & In Situ Testing Depth Level Well Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) MADE GROUND: Concrete.

0.20 156.00 MADE GROUND: Dark brown to black ashy gravel of clinker, tile, ceramic, brick, and brick. Frequent pockets of coal and ash.

1.00 CPT N=3 (1,1/1,0,1,1) 1.00 155.20 1 MADE GROUND: Very loose brown gravelly medium sand. Gravel is brick, tile, concrete, quartzite and chert.

2.00 CPT N=10 (2,2/2,3,2,3) 2.00 154.20 2 Medium dense becoming very dense reddish brown slightly gravelly SAND. 2.10 D1 Gravel is quartzite with occasional weathered sandstone and mudstone.

(WEATHERED CHESTER FORMATION)

2.70 CPT 80 (10,15/80 for 2.70 153.50 End of Borehole at 2.70 m 115mm)

3

4

Type Results

Remarks: Groundwater not encountered during drilling. Gas and groundwater monitoring pipe installed upon completion. Georisk Management Ltd. Borehole No. Tel: 0121 553 4044 email: [email protected] BH5 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Hole Type Co-ords: - Chester Road, Stonnall 17291 WLS Scale Equipment: Dynamic Percussive Sampling Rig Level: 156.50 m AOD 1:25 Logged By Client: Restful Homes Group Dates: 18-10-2017 ML Water Samples & In Situ Testing Depth Level Well Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) MADE GROUND: Concrete.

0.20 156.30 MADE GROUND: Black ashy gravel of tarmac, clinker, tile, concrete and brick.

0.50 156.00 MADE GROUND: Dark reddish brown slightly gravelly clayey medium sand. Gravel is ash, quartzite, brick, roots and tarmac. 0.70 D1

0.90 155.60 Very dense reddish brown slightly clayey silty medium SAND. Occasional 1.00 CPT 60 (3,3/60 for 1.00 155.50 gravel of completely weathered sandstone and quartzite. 1 190mm) (WEATHERED CHESTER FORMATION) End of Borehole at 1.00 m

2

3

4

Type Results

Remarks: Groundwater not encountered during drilling.

Backfilled with arisings upon completion. Georisk Management Ltd. Borehole No. Tel: 0121 553 4044 email: [email protected] BH6 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Hole Type Co-ords: - Chester Road, Stonnall 17291 WLS Scale Equipment: Dynamic Percussive Sampling Rig Level: 156.40 m AOD 1:25 Logged By Client: Restful Homes Group Dates: 18-10-2017 LFQ Water Samples & In Situ Testing Depth Level Well Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Brown sandy clayey TOPSOIL with occasional gravel of sandstone. 0.10 156.30 Orangish brown and yellowish brown slightly gravelly SAND. Gravel is sandstone.

(WEATHERED CHESTER FORMATION)

0.50 155.90 Yellowish brown highly weathered SANDSTONE; moderately strong with a 0.60 D1 sandy matrix.

(CHESTER FORMATION) 0.80 CPT 50 (12,15/50 for 0.80 155.60 End of Borehole at 0.80 m 90mm)

1

2

3

4

Type Results

Remarks: Groundwater not encountered during drilling.

Borehole backfilled with arisings upon completion. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP1 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 155.80 m AOD 18-10-2017 Dimensions: 1.80 m Scale Equipment: JCB 3CX Depth: 1:25 3.50 m Logged By

Client: Restful Homes Group 0.60 m ML Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Grass onto dark brown to black sandy clayey TOPSOIL with many rootlets. 0.10 155.70 MADE GROUND: Grey silty gravelly sand. Gravel is brick, concrete and quartzite with rare metal rods and paving slabs. Rare pockets of orange sand and soft silty sandy 0.30 D1 clay. Becoming light grey and very silty sand below 1.7 m begl. Abundant bricks below 2.0 m begl.

1

2

2.20 153.60 Reddish brown slightly silty gravelly fine SAND. Gravel is quartzite.

(WEATHERED CHESTER FORMATION)

3

3.50 152.30 End of Trial Pit at 3.50 m

4

Type Results Groundwater not encountered. Remarks: Infiltration test undertaken; see separate sheet for results. Stability: Pit sides stable. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP2 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 157.20 m AOD 18-10-2017 Dimensions: 2.00 m Scale Equipment: JCB 3CX Depth: 1:25 2.80 m Logged By

Client: Restful Homes Group 0.60 m ML Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) MADE GROUND: Tarmac onto dark brown to black gravel of brick and concrete. 0.10 157.10 MADE GROUND: Reddish brown gravelly sand with rootlets. Gravel is quartzite, chert and brick.

0.70 156.50 0.75 D1 MADE GROUND: Dark reddish brown to greyish brown gravelly sand. Gravel is brick, quartzite, chert and concrete. Occasional cobble of paving slab, brick, metal and wood.

1

1.50 155.70 Reddish brown gravelly medium SAND. Gravel is quartzite and completely weathered mudstone.

(WEATHERED CHESTER FORMATION)

2

2.30 154.90 Reddish brown completely weathered SANDSTONE; extremely weak with a sandy matrix.

(CHESTER FORMATION)

2.80 154.40 End of Trial Pit at 2.80 m

3

4

Type Results Groundwater not encountered. Remarks: Infiltration test undertaken; see separate sheet for results. Stability: Pit sides stable. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP3 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 163.00 m AOD 18-10-2017 Dimensions: - Scale Equipment: JCB 3CX Depth: 1:25 - Logged By Client: Restful Homes Group 3.50 m ML Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Grey to brown gravelly sandy TOPSOIL. Gravel is brick and concrete. 0.10 162.90 MADE GROUND: Soft greyish brown silty sandy clay. Rare gravel of tile, concrete and brick.

1.00 162.00 1 Reddish orange to brown slightly gravelly SAND. Gravel is quartzite and highly weathered extremely weak sandstone.

(WEATHERED CHESTER FORMATION)

1.60 D1

2

3

3.20 159.80 Reddish brown highly weathered SANDSTONE; extremely weak with a sandy matrix.

(CHESTER FORMATION)

3.50 159.50 End of Trial Pit at 3.50 m

4

Type Results Groundwater not encountered. Remarks: Backfilled with arisings upon completion. Stability: Pit sides stable. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP4 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 166.50 m AOD 18-10-2017 Dimensions: - Scale Equipment: JCB 3CX Depth: 1:25 - Logged By Client: Restful Homes Group 3.50 m LFQ Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Brown gravelly sandy TOPSOIL. Gravel is quartzite. 0.10 D1

0.30 166.20 Orangish brown SAND and GRAVEL of quartzite with occasional cobbles of quartzite.

(WEATHERED CHESTER FORMATION)

0.90 165.60 Orangish brown and pinkish brown sandy GRAVEL of quartzite with frequent cobbles of quartzite. 1

(WEATHERED CHESTER FORMATION)

1.80 164.70 Pinkish brown SAND and GRAVEL of quartzite with frequent cobbles of quartzite.

(WEATHERED CHESTER FORMATION) 2

3

3.50 163.00 End of Trial Pit at 3.50 m

4

Type Results Groundwater not encountered. Remarks: Backfilled with arisings upon completion. Stability: Pit sides stable. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP5 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 167.00 m AOD 18-10-2017 Dimensions: - Scale Equipment: JCB 3CX Depth: 1:25 - Logged By Client: Restful Homes Group 3.60 m LFQ Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Brown gravelly sandy TOPSOIL. Gravel is quartzite.

0.20 166.80 Orangish brown and light brown gravelly SAND. Gravel is quartzite.

0.40 166.60 (WEATHERED CHESTER FORMATION) Pinkish brown and orangish brown SAND and GRAVEL of fine to medium subrounded quartzite. Occasional cobble of quartzite.

(WEATHERED CHESTER FORMATION)

1.00 D1 1

2

3

3.60 163.40 End of Trial Pit at 3.60 m

4

Type Results Groundwater not encountered. Remarks: Backfilled with arisings upon completion. Stability: Pit sides stable. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP6 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 156.90 m AOD 18-10-2017 Dimensions: - Scale Equipment: JCB 3CX Depth: 1:25 - Logged By Client: Restful Homes Group 3.50 m LFQ Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Brown silty sandy TOPSOIL. 0.10 156.80 MADE GROUND: Grey silty gravelly sand. Gravel is paving slabs, brick, concrete and quartzite with rare metal rods. Rare pockets of orange sand and soft silty sandy clay.

0.60 156.30 MADE GROUND: Brown gravelly sand. Gravel is brick.

1.00 155.90 1 MADE GROUND: Brown and grey sandy gravel of concrete, metal and brick. Occasional breeze blocks.

2

2.60 154.30 Reddish brown gravelly SAND. Gravel is weathered sandstone, siltstone and mudstone.

(WEATHERED CHESTER FORMATION)

3

3.20 153.70 Reddish brown weathered CONGLOMERATE; moderately strong with a sandy matrix.

(CHESTER FORMATION)

3.50 153.40 End of Trial Pit at 3.50 m

4

Type Results Groundwater not encountered. Remarks: Backfilled with arisings upon completion. Stability: Pit sides stable. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP7 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 156.50 m AOD 18-10-2017 Dimensions: - Scale Equipment: JCB 3CX Depth: 1:25 - Logged By Client: Restful Homes Group 0.90 m LFQ Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Reddish brown slightly gravelly SAND. Gravel is weathered sandstone.

(WEATHERED CHESTER FORMATION)

0.50 D1 0.50 156.00 Reddish brown highly weathered SANDSTONE; moderately strong with a sandy matrix.

(CHESTER FORMATION)

0.90 155.60 End of Trial Pit at 0.90 m 1

2

3

4

Type Results Groundwater not encountered. Remarks: Backfilled with arisings upon completion. Stability: Pit sides stable. Georisk Management Ltd. Trial Pit No. Tel: 0121 553 4044 email: [email protected] TP8 www.georisk-uk.com Sheet 1 of 1 Project Name Project No. Co-ords: - Date Chester Road, Stonnall 17291 Level: 156.20 m AOD 18-10-2017 Dimensions: - Scale Equipment: JCB 3CX Depth: 1:25 - Logged By Client: Restful Homes Group 0.80 m LFQ Water Samples & In Situ Testing Depth Level Legend Stratum Description Strikes Depth (m) Type Results (m) (m AOD) Brown TOPSOIL. 0.10 156.10 Yellowish brown gravelly SAND. Gravel is highly weathered sandstone.

(WEATHERED CHESTER FORMATION)

0.40 155.80 Yellowish brown highly weathered SANDSTONE; moderately strong with a sandy matrix.

(CHESTER FORMATION) 0.70 D1 0.80 155.40 End of Trial Pit at 0.80 m

1

2

3

4

Type Results Groundwater not encountered. Remarks: Backfilled with arisings upon completion. Stability: Pit sides stable.

APPENDIX E INFILTRATION TEST RESULTS SOIL INFILTRATION RATE IN ACCORDANCE WITH BRE DIGEST 365: 2016

Client: Restful Homes Group Job Name: Chester Road, Stonnall Job No.: 17291

Trial Pit No. TP1 Date: 18/10/2017 Test No. 1

Time Elapsed Depth to water from Time ground level (min) (m) (mm) Soakaway Dimensions (m) (mm) 0 2.45 2450 Length = 1.80 1800 14 2.50 2500 Width = 0.60 600 21 2.55 2550 Depth = 3.50 3500 38 2.58 2580 65 2.62 2620 Effective depth (empty) mm m 105 2.62 2620 75% = 3237.5 3.24 135 2.62 2620 50% = 2975.0 2.98 171 2.62 2620 25% = 2712.5 2.71 200 2.64 2640 Depth at start of test (mm) = 2450 Depth at end of test (mm) = 2640

Base area of pit = 1.08

ap50 - 50% internal surface area inc. base = 3.600

Vp75-25 - Volume 75 - 25% = 0.567

Read from the graph:

tp 75 (min) = -

tp 25 (min) = -

Time (mins)

0 50 100 150 200 250 300 350 2300

2400

2500

2600

2700

2800

Depth Depth to water (mm) 2900

3000

3100

3200

Soil infiltration rate, f, (m/s) = Insufficient infiltration to calculate permeability SOIL INFILTRATION RATE IN ACCORDANCE WITH BRE DIGEST 365: 2016

Client: Restful Homes Group Job Name: Chester Road, Stonnall Job No.: 17291

Trial Pit No. TP2 Date: 18/10/2017 Test No. 1

Time Elapsed Depth to water from Time ground level (min) (m) (mm) Soakaway Dimensions (m) (mm) 0 1.50 1500 Length = 2.00 2000 5 1.50 1500 Width = 0.60 600 30 1.60 1600 Depth = 2.80 2800 36 1.60 1600 51 1.62 1620 Effective depth (empty) mm m 82 1.68 1680 75% = 2475.0 2.48 127 1.75 1750 50% = 2150.0 2.15 178 1.8 1800 25% = 1825.0 1.83 222 1.83 1830 Depth at start of test (mm) = 1500 Depth at end of test (mm) = 1830

Base area of pit = 1.2

ap50 - 50% internal surface area inc. base = 4.580

Vp75-25 - Volume 75 - 25% = 0.78

Read from the graph:

tp 75 (min) = -

tp 25 (min) = -

Time (mins)

0 50 100 150 200 250 300 350 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100

Depth Depth to water (mm) 2200 2300 2400 2500 2600 2700 2800

Soil infiltration rate, f, (m/s) = Insufficient infiltration to calculate permeability SOIL INFILTRATION RATE IN ACCORDANCE WITH BRE DIGEST 365: 2016

Client: Restful Homes Group Job Name: Chester Road, Stonnall Job No.: 17291

Trial Pit No. TP1 Date: 18/10/2017 Test No. 1

Time Elapsed Depth to water from Time ground level (min) (m) (mm) Soakaway Dimensions (m) (mm) 0 2.45 2450 Length = 1.80 1800 14 2.50 2500 Width = 0.60 600 21 2.55 2550 Depth = 2.64 2640 38 2.58 2580 65 2.62 2620 Effective depth (empty) mm m 105 2.62 2620 75% = 2592.5 2.59 135 2.62 2620 50% = 2545.0 2.55 171 2.62 2620 25% = 2497.5 2.50 200 2.64 2640 Depth at start of test (mm) = 2450 Depth at end of test (mm) = 2640

Base area of pit = 1.08

ap50 - 50% internal surface area inc. base = 1.536

Vp75-25 - Volume 75 - 25% = 0.1026

Read from the graph:

tp 75 (min) = 12

tp 25 (min) = 45

Time (mins)

0 50 100 150 200 250 300 350 2300

2400

2500

2600

2700

2800

Depth Depth to water (mm) 2900

3000

3100

3200

Soil infiltration rate, f, (m/s) = 3.37E-05

Using the guidance in BRE 365, the soil infiltration rate calculated above is based on the actual maximum water depth recorded. This applies for a depth range of 2.45 to 2.64 m bgl only. SOIL INFILTRATION RATE IN ACCORDANCE WITH BRE DIGEST 365: 2016

Client: Restful Homes Group Job Name: Chester Road, Stonnall Job No.: 17291

Trial Pit No. TP2 Date: 18/10/2017 Test No. 1

Time Elapsed Depth to water from Time ground level (min) (m) (mm) Soakaway Dimensions (m) (mm) 0 1.50 1500 Length = 2.00 2000 5 1.50 1500 Width = 0.60 600 30 1.60 1600 Depth = 1.83 1830 36 1.60 1600 51 1.62 1620 Effective depth (empty) mm m 82 1.68 1680 75% = 1747.5 1.75 127 1.75 1750 50% = 1665.0 1.67 178 1.8 1800 25% = 1582.5 1.58 222 1.83 1830 Depth at start of test (mm) = 1500 Depth at end of test (mm) = 1830

Base area of pit = 1.2

ap50 - 50% internal surface area inc. base = 2.058

Vp75-25 - Volume 75 - 25% = 0.198

Read from the graph:

tp 75 (min) = 26

tp 25 (min) = 128

Time (mins)

0 50 100 150 200 250 300 350 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100

Depth Depth to water (mm) 2200 2300 2400 2500 2600 2700 2800

Soil infiltration rate, f, (m/s) = 1.57E-05 Using the guidance in BRE 365, the soil infiltration rate calculated above is based on the actual maximum water depth recorded. This applies for a depth range of 1.50 to 1.83 m bgl only.

APPENDIX F SOIL‐GAS AND GROUNDWATER MONITORING RESULTS

Soil-Gas and Groundwater Monitoring Results

Monitoring Visit No. 1 Date 23/10/17 Barometric Pressure (mb) - 997 Weather Conditions: Overcast, 16.0°C Surface Ground Conditions: Dry

Ambient Concentration (% Volume): CH4: 0.0 CO2: 0.0 O2: 21.2 Monitoring Gas Concentration Gas Flow Point Gas Relative Highest Steady (Lowest) Flow Pressure

Ref: GWL CH4 CO2 CO H2SCH4 CO2 CO H2SO2 Rate (m) bgl % lel % v/v (%) ppm ppm % lel % v/v (%) ppm ppm (%) litre/hr mb BH3 Dry - 0.0 1.8 0 0 - 0.0 1.8 0 0 19.6 0.2 -0.03 BH4 Dry - 0.0 3.8 0 0 - 0.0 3.8 0 0 19.1 0.1 -0.02

Monitoring Visit No. 2 Date 6/11/17 Barometric Pressure (mb) - 1006 Weather Conditions: Sunny, 7.0°C Surface Ground Conditions: Damp

Ambient Concentration (% Volume): CH4: 0.0CO2: 0.0 O2: 21.7 Monitoring Gas Concentration Gas Flow Point Gas Relative Highest Steady (Lowest) Flow Pressure

Ref: GWL CH4 CO2 CO H2SCH4 CO2 CO H2SO2 Rate (m) bgl % lel % v/v (%) ppm ppm % lel % v/v (%) ppm ppm (%) litre/hr mb BH3 Dry - 0.0 4.1 0 0 - 0.0 3.9 0 0 18.8 0.0 -0.14 BH4 Dry - 0.0 2.0 0 0 - 0.0 2.0 0 0 19.9 0.0 -0.17

Monitoring Visit No. 3 Date 20/11/17 Barometric Pressure (mb) - 994 Weather Conditions: Cloudy with drizzle, 12.0°C Surface Ground Conditions: Wet

Ambient Concentration (% Volume): CH4: 0.0 CO2: 0.0 O2: 21.4 Monitoring Gas Concentration Gas Flow Point Gas Relative Highest Steady (Lowest) Flow Pressure

Ref: GWL CH4 CO2 CO H2SCH4 CO2 CO H2SO2 Rate (m) bgl % lel % v/v (%) ppm ppm % lel % v/v (%) ppm ppm (%) litre/hr mb BH3 Dry - 0.0 6.0 0 0 - 0.0 6.0 0 0 15.2 0.0 -0.09 BH4 Dry - 0.0 7.3 0 0 - 0.0 7.1 0 0 14.5 0.0 0.03

Equipment Used: Geotechnical Instruments (GI) and Solinst Notes GI - GA5000 Gas Concentration/Atmospheric Pressure (m) bgl - metres below ground GI - GA5000 Borehole Gas Flow Rate/Borehole Pressure level Solinst combined dip meter and interface meter - Groundwater Level (GWL) Job Title: Job No: Chester Road, Stonnall 17291 Client: Table Number: Restful Homes Group 1

APPENDIX G CHEMICAL TEST RESULTS

Iss No 17-64630-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 7 Analytical Report Number: 17-64630 Project / Site name: Chester Road, Stonnall Your Order No: 17291

Lab Sample Number 840561 840562 840563 840564 840565 Sample Reference TP1 TP2 BH3 BH5 TP3 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 0.30 0.75 0.80 0.60 1.60 Date Sampled 18/10/2017 18/10/2017 18/10/2017 18/10/2017 18/10/2017 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)

Stone Content % 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 Moisture Content % N/A NONE 15 8.0 17 18 6.1 Total mass of sample received kg 0.001 NONE 1.4 1.5 1.4 1.6 1.5

Asbestos in Soil Type N/A ISO 17025 Not-detected Not-detected Not-detected Not-detected Not-detected

General Inorganics pH - Automated pH Units N/A MCERTS 7.1 7.9 7.7 7.4 7.3 Total Cyanide mg/kg 1 MCERTS < 1 < 1 < 1 < 1 < 1

Water Soluble Sulphate as SO 4 16hr extraction (2:1) mg/kg 2.5 MCERTS - - - - - Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 0.069 0.056 0.12 0.015 0.078 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) mg/l 1.25 MCERTS - - - - -

Total Phenols Total Phenols (monohydric) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Speciated PAHs Naphthalene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Acenaphthylene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Acenaphthene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Fluorene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Phenanthrene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Anthracene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Fluoranthene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Pyrene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(a)anthracene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Chrysene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(b)fluoranthene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(k)fluoranthene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(a)pyrene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Dibenz(a,h)anthracene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(ghi)perylene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

Total PAH Speciated Total EPA-16 PAHs mg/kg 0.8 MCERTS < 0.80 < 0.80 < 0.80 < 0.80 < 0.80

Heavy Metals / Metalloids Arsenic (aqua regia extractable) mg/kg 1 MCERTS 95 5.0 15 5.7 5.1 Boron (water soluble) mg/kg 0.2 MCERTS 3.9 0.7 0.7 1.0 1.5 Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS < 0.2 < 0.2 1.0 < 0.2 < 0.2 Chromium (aqua regia extractable) mg/kg 1 MCERTS 29 9.7 25 10 10 Copper (aqua regia extractable) mg/kg 1 MCERTS 110 17 76 14 10 Lead (aqua regia extractable) mg/kg 1 MCERTS 76 22 45 19 4.9 Mercury (aqua regia extractable) mg/kg 0.3 MCERTS < 0.3 < 0.3 < 0.3 < 0.3 < 0.3 Nickel (aqua regia extractable) mg/kg 1 MCERTS 85 10 73 10 9.6 Selenium (aqua regia extractable) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Zinc (aqua regia extractable) mg/kg 1 MCERTS 120 51 290 62 24

Iss No 17-64630-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 7 Analytical Report Number: 17-64630 Project / Site name: Chester Road, Stonnall Your Order No: 17291

Lab Sample Number 840561 840562 840563 840564 840565 Sample Reference TP1 TP2 BH3 BH5 TP3 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 0.30 0.75 0.80 0.60 1.60 Date Sampled 18/10/2017 18/10/2017 18/10/2017 18/10/2017 18/10/2017 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)

Monoaromatics Benzene ug/kg 1 MCERTS - - - - < 1.0 Toluene µg/kg 1 MCERTS - - - - < 1.0 Ethylbenzene µg/kg 1 MCERTS - - - - < 1.0 p & m-xylene µg/kg 1 MCERTS - - - - < 1.0 o-xylene µg/kg 1 MCERTS - - - - < 1.0 MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS - - - - < 1.0

Petroleum Hydrocarbons

TPH-CWG - Aliphatic >EC5 - EC6 mg/kg 0.001 MCERTS - - - - < 0.001 TPH-CWG - Aliphatic >EC6 - EC8 mg/kg 0.001 MCERTS - - - - < 0.001 TPH-CWG - Aliphatic >EC8 - EC10 mg/kg 0.001 MCERTS - - - - < 0.001 TPH-CWG - Aliphatic >EC10 - EC12 mg/kg 1 MCERTS - - - - < 1.0 TPH-CWG - Aliphatic >EC12 - EC16 mg/kg 2 MCERTS - - - - < 2.0 TPH-CWG - Aliphatic >EC16 - EC21 mg/kg 8 MCERTS - - - - < 8.0 TPH-CWG - Aliphatic >EC21 - EC35 mg/kg 8 MCERTS - - - - < 8.0 TPH-CWG - Aliphatic (EC5 - EC35) mg/kg 10 MCERTS - - - - < 10

TPH-CWG - Aromatic >EC5 - EC7 mg/kg 0.001 MCERTS - - - - < 0.001 TPH-CWG - Aromatic >EC7 - EC8 mg/kg 0.001 MCERTS - - - - < 0.001 TPH-CWG - Aromatic >EC8 - EC10 mg/kg 0.001 MCERTS - - - - < 0.001 TPH-CWG - Aromatic >EC10 - EC12 mg/kg 1 MCERTS - - - - < 1.0 TPH-CWG - Aromatic >EC12 - EC16 mg/kg 2 MCERTS - - - - < 2.0 TPH-CWG - Aromatic >EC16 - EC21 mg/kg 10 MCERTS - - - - < 10 TPH-CWG - Aromatic >EC21 - EC35 mg/kg 10 MCERTS - - - - < 10 TPH-CWG - Aromatic (EC5 - EC35) mg/kg 10 MCERTS - - - - < 10

Iss No 17-64630-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 7 Analytical Report Number: 17-64630 Project / Site name: Chester Road, Stonnall Your Order No: 17291

Lab Sample Number 840566 840567 840568 840569 840570 Sample Reference TP5 TP7 TP8 BH3 BH4 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 1.00 0.50 0.70 1.70 2.10 Date Sampled 18/10/2017 18/10/2017 18/10/2017 18/10/2017 18/10/2017 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)

Stone Content % 0.1 NONE 44 < 0.1 < 0.1 < 0.1 < 0.1 Moisture Content % N/A NONE 4.0 6.0 8.4 5.6 9.7 Total mass of sample received kg 0.001 NONE 1.6 0.99 0.53 0.99 0.96

Asbestos in Soil Type N/A ISO 17025 Not-detected - - - -

General Inorganics pH - Automated pH Units N/A MCERTS 6.8 6.1 7.6 7.1 7.8 Total Cyanide mg/kg 1 MCERTS < 1 - - - -

Water Soluble Sulphate as SO 4 16hr extraction (2:1) mg/kg 2.5 MCERTS - 5.2 49 7.8 12 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 0.015 0.0026 0.025 0.0039 0.0060 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) mg/l 1.25 MCERTS - 2.6 24.7 3.9 6.0

Total Phenols Total Phenols (monohydric) mg/kg 1 MCERTS < 1.0 - - - -

Speciated PAHs Naphthalene mg/kg 0.05 MCERTS < 0.05 - - - - Acenaphthylene mg/kg 0.05 MCERTS < 0.05 - - - - Acenaphthene mg/kg 0.05 MCERTS < 0.05 - - - - Fluorene mg/kg 0.05 MCERTS < 0.05 - - - - Phenanthrene mg/kg 0.05 MCERTS < 0.05 - - - - Anthracene mg/kg 0.05 MCERTS < 0.05 - - - - Fluoranthene mg/kg 0.05 MCERTS < 0.05 - - - - Pyrene mg/kg 0.05 MCERTS < 0.05 - - - - Benzo(a)anthracene mg/kg 0.05 MCERTS < 0.05 - - - - Chrysene mg/kg 0.05 MCERTS < 0.05 - - - - Benzo(b)fluoranthene mg/kg 0.05 MCERTS < 0.05 - - - - Benzo(k)fluoranthene mg/kg 0.05 MCERTS < 0.05 - - - - Benzo(a)pyrene mg/kg 0.05 MCERTS < 0.05 - - - - Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS < 0.05 - - - - Dibenz(a,h)anthracene mg/kg 0.05 MCERTS < 0.05 - - - - Benzo(ghi)perylene mg/kg 0.05 MCERTS < 0.05 - - - -

Total PAH Speciated Total EPA-16 PAHs mg/kg 0.8 MCERTS < 0.80 - - - -

Heavy Metals / Metalloids Arsenic (aqua regia extractable) mg/kg 1 MCERTS 4.5 - - - - Boron (water soluble) mg/kg 0.2 MCERTS 0.3 - - - - Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS < 0.2 - - - - Chromium (aqua regia extractable) mg/kg 1 MCERTS 13 - - - - Copper (aqua regia extractable) mg/kg 1 MCERTS 14 - - - - Lead (aqua regia extractable) mg/kg 1 MCERTS 5.2 - - - - Mercury (aqua regia extractable) mg/kg 0.3 MCERTS < 0.3 - - - - Nickel (aqua regia extractable) mg/kg 1 MCERTS 10 - - - - Selenium (aqua regia extractable) mg/kg 1 MCERTS < 1.0 - - - - Zinc (aqua regia extractable) mg/kg 1 MCERTS 29 - - - -

Iss No 17-64630-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 7 Analytical Report Number: 17-64630 Project / Site name: Chester Road, Stonnall Your Order No: 17291

Lab Sample Number 840566 840567 840568 840569 840570 Sample Reference TP5 TP7 TP8 BH3 BH4 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 1.00 0.50 0.70 1.70 2.10 Date Sampled 18/10/2017 18/10/2017 18/10/2017 18/10/2017 18/10/2017 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)

Monoaromatics Benzene ug/kg 1 MCERTS < 1.0 - - - - Toluene µg/kg 1 MCERTS < 1.0 - - - - Ethylbenzene µg/kg 1 MCERTS < 1.0 - - - - p & m-xylene µg/kg 1 MCERTS < 1.0 - - - - o-xylene µg/kg 1 MCERTS < 1.0 - - - - MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS < 1.0 - - - -

Petroleum Hydrocarbons

TPH-CWG - Aliphatic >EC5 - EC6 mg/kg 0.001 MCERTS < 0.001 - - - - TPH-CWG - Aliphatic >EC6 - EC8 mg/kg 0.001 MCERTS < 0.001 - - - - TPH-CWG - Aliphatic >EC8 - EC10 mg/kg 0.001 MCERTS < 0.001 - - - - TPH-CWG - Aliphatic >EC10 - EC12 mg/kg 1 MCERTS < 1.0 - - - - TPH-CWG - Aliphatic >EC12 - EC16 mg/kg 2 MCERTS < 2.0 - - - - TPH-CWG - Aliphatic >EC16 - EC21 mg/kg 8 MCERTS < 8.0 - - - - TPH-CWG - Aliphatic >EC21 - EC35 mg/kg 8 MCERTS < 8.0 - - - - TPH-CWG - Aliphatic (EC5 - EC35) mg/kg 10 MCERTS < 10 - - - -

TPH-CWG - Aromatic >EC5 - EC7 mg/kg 0.001 MCERTS < 0.001 - - - - TPH-CWG - Aromatic >EC7 - EC8 mg/kg 0.001 MCERTS < 0.001 - - - - TPH-CWG - Aromatic >EC8 - EC10 mg/kg 0.001 MCERTS < 0.001 - - - - TPH-CWG - Aromatic >EC10 - EC12 mg/kg 1 MCERTS < 1.0 - - - - TPH-CWG - Aromatic >EC12 - EC16 mg/kg 2 MCERTS < 2.0 - - - - TPH-CWG - Aromatic >EC16 - EC21 mg/kg 10 MCERTS < 10 - - - - TPH-CWG - Aromatic >EC21 - EC35 mg/kg 10 MCERTS < 10 - - - - TPH-CWG - Aromatic (EC5 - EC35) mg/kg 10 MCERTS < 10 - - - -

Iss No 17-64630-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 7 Analytical Report Number : 17-64630 Project / Site name: Chester Road, Stonnall

* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.

Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.

Lab Sample Sample Sample Depth (m) Sample Description * Number Reference Number

840561 TP1 None Supplied 0.30 Grey loam and clay with gravel and vegetation. 840562 TP2 None Supplied 0.75 Light brown loam and sand with gravel and rubble. 840563 BH3 None Supplied 0.80 Black gravely loam with rubble and clinker 840564 BH5 None Supplied 0.60 Brown sandy clay with gravel. 840565 TP3 None Supplied 1.60 Brown sandy clay with gravel. 840566 TP5 None Supplied 1.00 Light brown sandy clay with gravel and stones. 840567 TP7 None Supplied 0.50 Brown sandy clay. 840568 TP8 None Supplied 0.70 Light brown sandy clay. 840569 BH3 None Supplied 1.70 Brown sandy clay with gravel. 840570 BH4 None Supplied 2.10 Brown sandy clay with gravel.

Iss No 17-64630-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 6 of 7 Analytical Report Number : 17-64630 Project / Site name: Chester Road, Stonnall Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)

Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status

Asbestos identification in soil Asbestos Identification with the use of polarised In house method based on HSG 248 A001-PL D ISO 17025 light microscopy in conjunction with disperion staining techniques.

Boron, water soluble, in soil Determination of water soluble boron in soil by hot In-house method based on Second Site L038-PL D MCERTS water extract followed by ICP-OES. Properties version 3

BTEX and MTBE in soil Determination of BTEX in soil by headspace GC- In-house method based on USEPA8260 L073B-PL W MCERTS (Monoaromatics) MS.

D.O. for Gravimetric Quant if Dependent option for Gravimetric Quant if In house asbestos methods A001 & A006. A006-PL D NONE Screen/ID positive Screen/ID positive scheduled.

Metals in soil by ICP-OES Determination of metals in soil by aqua-regia In-house method based on MEWAM 2006 L038-PL D MCERTS digestion followed by ICP-OES. Methods for the Determination of Metals in Soil.

Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 2, L019-UK/PL W NONE 1990, Chemical and Electrochemical Tests

Monohydric phenols in soil Determination of phenols in soil by extraction with In-house method based on Examination of L080-PL W MCERTS sodium hydroxide followed by distillation followed Water and Wastewater 20th Edition: by colorimetry. Clesceri, Greenberg & Eaton (skalar) pH in soil (automated) Determination of pH in soil by addition of water In-house method based on BS1377 Part 3, L099-PL D MCERTS followed by automated electrometric 1990, Chemical and Electrochemical Tests measurement.

Speciated EPA-16 PAHs in soil Determination of PAH compounds in soil by In-house method based on USEPA 8270 L064-PL D MCERTS extraction in dichloromethane and hexane followed by GC-MS with the use of surrogate and internal standards. Stones content of soil Standard preparation for all samples unless In-house method based on British Standard L019-UK/PL D NONE otherwise detailed. Gravimetric determination of Methods and MCERTS requirements. stone > 10 mm as % dry weight.

Sulphate, water soluble, in soil (16hr Determination of water soluble sulphate by ICP- In-house method based on BS1377 Part 3, L038-PL D MCERTS extraction) OES. Results reported directly (leachate 1990, Chemical and Electrochemical Tests, equivalent) and corrected for extraction ratio (soil 2:1 water:soil extraction, analysis by ICP- equivalent). OES. Total cyanide in soil Determination of total cyanide by distillation In-house method based on Examination of L080-PL W MCERTS followed by colorimetry. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton (Skalar)

TPHCWG (Soil) Determination of hexane extractable hydrocarbons In-house method L088/76-PL W MCERTS in soil by GC-MS/GC-FID.

For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.

Iss No 17-64630-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 7 of 7 Iss No 17-64631-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 5 i2 Analytical Telephone: 01923 225404 7 Woodshots Meadow Fax: 01923 237404 Croxley Green Business Park email:[email protected] Watford, WD18 8YS

Waste Acceptance Criteria Analytical Results Report No: 17-64631

Client: GEORISKMANAG

Location Chester Road, Stonnall Landfill Waste Acceptance Criteria Lab Reference (Sample Number) 840571 / 840572 Limits Sampling Date 18/10/2017 Stable Non- Sample ID TP3 reactive Inert Waste HAZARDOUS Hazardous Landfill waste in non- Waste Landfill Depth (m) 1.60 hazardous Landfill Solid Waste Analysis TOC (%)** < 0.1 3% 5% 6% Loss on Ignition (%) ** - -- -- 10% BTEX (µg/kg) ** < 10 6000 -- -- Sum of PCBs (mg/kg) ** < 0.007 1 -- -- Mineral Oil (mg/kg) < 10 500 -- -- Total PAH (WAC-17) (mg/kg) < 0.9 100 -- -- pH (units)** - -- >6 --

Acid Neutralisation Capacity (mol / kg) - -- To be evaluated To be evaluated

Limit values for compliance leaching test Eluate Analysis 10:1 10:01 using BS EN 12457-2 at L/S 10 l/kg (mg/kg) (BS EN 12457 - 2 preparation utilising end over end leaching procedure) mg/l mg/kg

Arsenic * 0.0011 < 0.0110 0.5 2 25 Barium * 0.0085 0.0644 20 100 300 Cadmium * < 0.0001 < 0.0008 0.04 1 5 Chromium * 0.0005 < 0.0040 0.5 10 70 Copper * 0.010 0.076 2 50 100 Mercury * < 0.0005 < 0.0050 0.01 0.2 2 Molybdenum * 0.0025 0.0190 0.5 10 30 Nickel * < 0.0003 < 0.0030 0.4 10 40 Lead * 0.0010 < 0.010 0.5 10 50 Antimony * < 0.0017 < 0.017 0.06 0.7 5 Selenium * < 0.0040 < 0.040 0.1 0.5 7 Zinc * 0.0030 0.023 4 50 200 Chloride * 0.87 6.5 800 4000 25000 Fluoride 0.68 5.1 10 150 500 Sulphate * 2.6 20 1000 20000 50000 TDS 34 260 4000 60000 100000 Phenol Index (Monohydric Phenols) * < 0.010 < 0.10 1 - -

DOC 4.95 37.4 500 800 1000

Leach Test Information

Stone Content (%) < 0.1 Sample Mass (kg) 1.5 Dry Matter (%) 94 Moisture (%) 6.1

Results are expressed on a dry weight basis, after correction for moisture content where applicable. *= UKAS accredited (liquid eluate analysis only)

Stated limits are for guidance only and i2 cannot be held responsible for any discrepancies with current legislation ** = MCERTS accredited

Landfill WAC analysis (specifically leaching test results) must not be used for hazardous waste classification purposes as defined by the Waste (England and Wales) Regulations 2011 (as amended) and EA Guidance WM3. This analysis is only applicable for landfill acceptance criteria (The Environmental Permitting (England and Wales) Regulations) and does not give any indication as to whether a waste may be hazardous or non-hazardous.

Iss No 17-64631-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 5 i2 Analytical Telephone: 01923 225404 7 Woodshots Meadow Fax: 01923 237404 Croxley Green Business Park email:[email protected] Watford, WD18 8YS

Waste Acceptance Criteria Analytical Results Report No: 17-64631

Client: GEORISKMANAG

Location Chester Road, Stonnall Landfill Waste Acceptance Criteria Lab Reference (Sample Number) 840573 / 840574 Limits Sampling Date 18/10/2017 Stable Non- Sample ID TP5 reactive Inert Waste HAZARDOUS Hazardous Landfill waste in non- Waste Landfill Depth (m) 1.00 hazardous Landfill Solid Waste Analysis TOC (%)** 0.2 3% 5% 6% Loss on Ignition (%) ** - -- -- 10% BTEX (µg/kg) ** < 10 6000 -- -- Sum of PCBs (mg/kg) ** < 0.007 1 -- -- Mineral Oil (mg/kg) < 10 500 -- -- Total PAH (WAC-17) (mg/kg) < 0.9 100 -- -- pH (units)** - -- >6 --

Acid Neutralisation Capacity (mol / kg) - -- To be evaluated To be evaluated

Limit values for compliance leaching test Eluate Analysis 10:1 10:01 using BS EN 12457-2 at L/S 10 l/kg (mg/kg) (BS EN 12457 - 2 preparation utilising end over end leaching procedure) mg/l mg/kg

Arsenic * 0.0023 0.0188 0.5 2 25 Barium * 0.0045 0.0367 20 100 300 Cadmium * < 0.0001 < 0.0008 0.04 1 5 Chromium * < 0.0004 < 0.0040 0.5 10 70 Copper * 0.014 0.11 2 50 100 Mercury * < 0.0005 < 0.0050 0.01 0.2 2 Molybdenum * < 0.0004 < 0.0040 0.5 10 30 Nickel * 0.0004 0.0034 0.4 10 40 Lead * < 0.0010 < 0.010 0.5 10 50 Antimony * < 0.0017 < 0.017 0.06 0.7 5 Selenium * < 0.0040 < 0.040 0.1 0.5 7 Zinc * 0.0029 0.024 4 50 200 Chloride * 0.97 7.9 800 4000 25000 Fluoride 0.16 1.3 10 150 500 Sulphate * 2.1 17 1000 20000 50000 TDS 12 99 4000 60000 100000 Phenol Index (Monhydric Phenols) * < 0.010 < 0.10 1 - -

DOC 5.07 41.1 500 800 1000

Leach Test Information

Stone Content (%) 44 Sample Mass (kg) 1.6 Dry Matter (%) 96 Moisture (%) 4.0

Results are expressed on a dry weight basis, after correction for moisture content where applicable. *= UKAS accredited (liquid eluate analysis only)

Stated limits are for guidance only and i2 cannot be held responsible for any discrepencies with current legislation ** = MCERTS accrediited

Landfill WAC analysis (specifically leaching test results) must not be used for hazardous waste classification purposes as defined by the Waste (England and Wales) Regulations 2011 (as amended) and EA Guidance WM3. This analysis is only applicable for landfill acceptance criteria (The Environmental Permitting (England and Wales) Regulations) and does not give any indication as to whether a waste may be hazardous or non-hazardous.

Iss No 17-64631-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 5 Analytical Report Number : 17-64631 Project / Site name: Chester Road, Stonnall

* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.

Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.

Lab Sample Sample Sample Depth (m) Sample Description * Number Reference Number

840571 TP3 None Supplied 1.60 Brown sandy clay with gravel. 840573 TP5 None Supplied 1.00 Light brown sandy clay with gravel and stones.

Iss No 17-64631-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 5 Analytical Report Number : 17-64631 Project / Site name: Chester Road, Stonnall Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)

Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status

BS EN 12457-2 (10:1) Leachate Prep 10:1 (as recieved, moisture adjusted) end over end In-house method based on BSEN12457-2. L043-PL W NONE extraction with water for 24 hours. Eluate filtered prior to analysis.

BTEX in soil (Monoaromatics) Determination of BTEX in soil by headspace GC-MS. In-house method based on USEPA8260 L073B-PL W MCERTS

Chloride 10:1 WAC Determination of Chloride colorimetrically by In house based on MEWAM Method ISBN L082-PL W ISO 17025 discrete analyser. 0117516260.

Dissolved organic carbon 10:1 WAC Determination of dissolved inorganic carbon in In-house method based on Examination of L037-PL W NONE leachate by TOC/DOC NDIR Analyser. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton

Fluoride 10:1 WAC Determination of fluoride in leachate by 1:1ratio In-house method based on Use of Total L033B-PL W ISO 17025 with a buffer solution followed by Ion Selective Ionic Strength Adjustment Buffer for Electrode. Electrode Determination"

Metals in leachate by ICP-OES Determination of metals in leachate by acidification In-house method based on MEWAM 2006 L039-PL W ISO 17025 followed by ICP-OES. Methods for the Determination of Metals in Soil""

Mineral Oil (Soil) C10 - C40 Determination of mineral oil fraction extractable in-house method L076-PL D NONE hydrocarbons in soil by GC-MS/GC-FID.

Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 2, L019-UK/PL W NONE 1990, Chemical and Electrochemical Tests

Monohydric phenols 10:1 WAC Determination of phenols in leachate by distillation In-house method based on Examination of L080-PL W ISO 17025 followed by colorimetry. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton

PCB's By GC-MS in soil Determination of PCB by extraction with acetone In-house method based on USEPA 8082 L027-PL D MCERTS and hexane followed by GC-MS.

Speciated WAC-17 PAHs in soil Determination of PAH compounds in soil by In-house method based on USEPA 8270 L064-PL D NONE extraction in dichloromethane and hexane followed by GC-MS with the use of surrogate and internal standards. Stones content of soil Standard preparation for all samples unless In-house method based on British Standard L019-UK/PL D NONE otherwise detailed. Gravimetric determination of Methods and MCERTS requirements. stone > 10 mm as % dry weight.

Sulphate 10:1 WAC Determination of sulphate in leachate by ICP-OES In-house method based on MEWAM 1986 L039-PL W ISO 17025 Methods for the Determination of Metals in Soil""

Total dissolved solids 10:1 WAC Determination of total dissolved solids in water by In-house method based on Examination of L004-PL W NONE electrometric measurement. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton

Total organic carbon (Automated) in Determination of organic matter in soil by oxidising In-house method based on BS1377 Part 3, L009-PL D MCERTS soil with potassium dichromate followed by titration with 1990, Chemical and Electrochemical Tests"" iron (II) sulphate.

For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.

Iss No 17-64631-1 Chester Road, Stonnall 17291 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 5

APPENDIX H ENVIROCHECK SUPPORTING INFORMATION

Envirocheck ® Report: Datasheet

Order Details: Order Number: 141331502_1_1 Customer Reference: 17291 National Grid Reference: 406410, 303430 Slice: A Site Area (Ha): 0.79 Search Buffer (m): 1000 Site Details: Chester Road Stonnal WALSALL WS9 9DE

Client Details: Mr M Gill Georisk Management Limited Summit Point Summit Crescent Industrial Estate Smethwick Birmingham B66 1BT

Order Number: 141331502_1_1 Date: 02-Oct-2017 rpr_ec_datasheet v53.0 A Landmark Information Group Service Contents

Report Section Page Number

Summary -

Agency & Hydrological 1

Waste 11

Hazardous Substances -

Geological 14

Industrial Land Use 17

Sensitive Land Use 23

Data Currency 24

Data Suppliers 30

Useful Contacts 31

Introduction

The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency/Natural Resources Wales and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client.

In the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.

Copyright Notice

© Landmark Information Group Limited 2017. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency/Natural Resources Wales and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report.

Natural England Copyright Notice

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

Ove Arup Copyright Notice

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

Peter Brett Associates Copyright Notice

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

Radon Potential dataset Copyright Notice

Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.

Report Version v53.0

Order Number: 141331502_1_1 Date: 02-Oct-2017 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary

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

BGS Groundwater Flooding Susceptibility pg 1 Yes Yes n/a

Contaminated Land Register Entries and Notices

Discharge Consents pg 1 2 6

Prosecutions Relating to Controlled Waters n/a n/a n/a

Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control pg 3 1

Local Authority Integrated Pollution Prevention And Control

Local Authority Pollution Prevention and Controls pg 3 3

Local Authority Pollution Prevention and Control Enforcements

Nearest Surface Water Feature pg 3 Yes

Pollution Incidents to Controlled Waters pg 3 1 2

Prosecutions Relating to Authorised Processes

Registered Radioactive Substances

River Quality

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points

Substantiated Pollution Incident Register

Water Abstractions pg 4 (*18)

Water Industry Act Referrals

Groundwater Vulnerability pg 8 Yes n/a n/a n/a

Drift Deposits n/a n/a n/a

Bedrock Aquifer Designations pg 8 Yes n/a n/a n/a

Superficial Aquifer Designations n/a n/a n/a

Source Protection Zones pg 8 1 1

Extreme Flooding from Rivers or Sea without Defences n/a n/a

Flooding from Rivers or Sea without Defences n/a n/a

Areas Benefiting from Flood Defences n/a n/a

Flood Water Storage Areas n/a n/a

Flood Defences n/a n/a

OS Water Network Lines pg 9 4 2 5

Order Number: 141331502_1_1 Date: 02-Oct-2017 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary

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

BGS Recorded Landfill Sites

Historical Landfill Sites pg 11 1 1

Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries) pg 11 1 1

Licensed Waste Management Facilities (Locations) pg 11 4

Local Authority Landfill Coverage pg 12 1 n/a n/a n/a

Local Authority Recorded Landfill Sites

Potentially Infilled Land (Non-Water) pg 12 1 1 3

Potentially Infilled Land (Water) pg 13 5

Registered Landfill Sites pg 13 1

Registered Waste Transfer Sites

Registered Waste Treatment or Disposal Sites Hazardous Substances

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Consents

Planning Hazardous Substance Enforcements

Order Number: 141331502_1_1 Date: 02-Oct-2017 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary

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

BGS 1:625,000 Solid Geology pg 14 Yes n/a n/a n/a

BGS Estimated Soil Chemistry pg 14 Yes Yes

BGS Recorded Mineral Sites pg 14 2 3 4

BGS Urban Soil Chemistry

BGS Urban Soil Chemistry Averages

CBSCB Compensation District n/a n/a n/a

Coal Mining Affected Areas pg 16 Yes n/a n/a n/a

Mining Instability n/a n/a n/a

Man-Made Mining Cavities

Natural Cavities

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

Potential for Collapsible Ground Stability Hazards pg 16 Yes n/a n/a

Potential for Compressible Ground Stability Hazards pg 16 Yes n/a n/a

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

Potential for Landslide Ground Stability Hazards pg 16 Yes n/a n/a

Potential for Running Sand Ground Stability Hazards pg 16 Yes n/a n/a

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

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

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

Contemporary Trade Directory Entries pg 17 1 27

Fuel Station Entries pg 19 2

Points of Interest - Commercial Services pg 19 3 9

Points of Interest - Education and Health

Points of Interest - Manufacturing and Production pg 20 1 1 6

Points of Interest - Public Infrastructure pg 21 5

Points of Interest - Recreational and Environmental pg 21 6

Gas Pipelines

Underground Electrical Cables

Order Number: 141331502_1_1 Date: 02-Oct-2017 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary

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

Ancient Woodland

Areas of Adopted Green Belt pg 23 1 1

Areas of Unadopted Green Belt

Areas of Outstanding Natural Beauty

Environmentally Sensitive Areas

Forest Parks

Local Nature Reserves pg 23 1

Marine Nature Reserves

National Nature Reserves

National Parks

Nitrate Sensitive Areas

Nitrate Vulnerable Zones pg 23 2

Ramsar Sites

Sites of Special Scientific Interest

Special Areas of Conservation

Special Protection Areas

World Heritage Sites

Order Number: 141331502_1_1 Date: 02-Oct-2017 rpr_ec_datasheet v53.0 A Landmark Information Group Service Agency & Hydrological

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

BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 0 1 406407 (E) 303428 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A12SE 458 1 405900 (W) 303428 Discharge Consents 1 Operator: B R Hildick A13NW 69 2 406290 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (W) 303430 Location: Epham Hall, 161 Castle Hill Road, Stonnall, Walsall Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: Wq/72/3143 Permit Version: 1 Effective Date: 14th January 1981 Issued Date: 14th January 1981 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Underground Strata Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 2 Operator: Mr & Mrs Hawker A13NW 190 2 406400 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (N) 303700 Location: Fishpond Cottage Chester Road, Brownhills, Lichfield, Staffordshire Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: 3/28/17/2355 Permit Version: 1 Effective Date: 27th June 1973 Issued Date: 27th June 1973 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Underground Strata Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 3 Operator: Rags Restaurant & Bar Ltd A9NE 867 2 407220 Property Type: Trade (Unknown/Other) (SE) 302950 Location: Mango Tree (Former Little Chef), Stonnall, Nr Brownhills, West Midlands, Ws9 9le Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: T/17/36427/Tg Permit Version: 2 Effective Date: 2nd April 2012 Issued Date: 2nd April 2012 Revocation Date: 6th September 2011 Discharge Type: Sewage And Trade Combined - Unspecified Discharge Land/Soakaway Environment: Receiving Water: Ground Water Status: Lapsed (under Environment Act 1995, Schedule 23) Positional Accuracy: Located by supplier to within 10m Discharge Consents 3 Operator: Richmond Baywater Limited A9NE 867 2 407220 Property Type: Trade (Unknown/Other) (SE) 302950 Location: Mango Tree (Former Little Chef) Stonnall, Nr Brownhills, West Midlands, Ws9 Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: T/17/36427/T Permit Version: 1 Effective Date: 27th February 2007 Issued Date: 27th February 2007 Revocation Date: 27th February 2019 Discharge Type: Sewage And Trade Combined - Unspecified Discharge Land/Soakaway Environment: Receiving Water: Ground Water Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 10m

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

Discharge Consents 3 Operator: Rags Restaurant & Bar Ltd A9NE 867 2 407220 Property Type: Undefined Or Other (SE) 302950 Location: Mango Tree (Former Little Chef), Stonnall, Nr Brownhills, West Midlands, Ws9 9le Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: T/17/36427/Tg Permit Version: 1 Effective Date: 27th February 2007 Issued Date: 27th February 2007 Revocation Date: 6th September 2011 Discharge Type: Sewage And Trade Combined - Unspecified Discharge Land/Soakaway Environment: Receiving Water: Ground Water Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 10m Discharge Consents 3 Operator: Richmond Baywater Limited A9NE 867 2 407220 Property Type: Undefined Or Other (SE) 302950 Location: Mango Tree (Former Little Chef), Stonnall, Nr Brownhills, West Midlands, Ws9 9le Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: T/17/14012/Sg Permit Version: 1 Effective Date: 31st August 1989 Issued Date: 31st August 1989 Revocation Date: 26th February 2007 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Ground Water Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: D S Smith A14NE 937 2 407400 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (E) 303500 Location: Ormside Church Road, Stonnall, Walsall, Staffordshire Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: 3/28/17/0525 Permit Version: 2 Effective Date: 2nd April 2012 Issued Date: 2nd April 2012 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Underground Strata Status: Varied under EPR 2010 Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: D S Smith A14NE 937 2 407400 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (E) 303500 Location: Ormside Church Road, Stonnall, Walsall, Staffordshire Authority: Environment Agency, Midlands Region Catchment Area: Bourne Brook Catchment Reference: 3/28/17/0525 Permit Version: 1 Effective Date: 20th February 1967 Issued Date: 20th February 1967 Revocation Date: 1st April 2012 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Underground Strata Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 100m

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

Integrated Pollution Prevention And Control 5 Name: Rmc Aggregates (Western) Ltd A9SW 732 2 406767 Location: Aldridge Quarry, Birch Lane, Aldridge, Walsall, WS9 0NF (SE) 302708 Authority: Environment Agency, Midlands Region Permit Reference: ZP3930ME Original Permit Ref: Bs6998ia Effective Date: 31st March 2008 Status: Revoked Application Type: Variation App. Sub Type: Minor Positional Accuracy: Manually positioned within the geographical locality Activity Code: 5.2 A(1) (A) Activity Description: Waste Landfilling; Greater Than 10 T/D With Capacity Greater Than 25,000T Excluding Inert Waste Primary Activity: Y Local Authority Pollution Prevention and Controls 6 Name: Tarmac Topmix Ltd A18NW 810 3 406080 Location: Shire Oak Quarry, Lichfield Road, Shire Oak, BROWNHILLS, West Midlands, (N) 304265 WS9 9PE Authority: Lichfield District Council, Environmental Health Department Permit Reference: Epa8/2/96 Dated: 24th August 1993 Process Type: Local Authority Air Pollution Control Description: PG3/1Blending, packing, loading and use of bulk cement Status: Authorisation revokedRevoked Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 7 Name: (Shell Uk Oil Products Ltd) Stonnall Service Station A9NE 826 3 407150 Location: Chester Road (A452), WALSALL, West Midlands, WS9 9HJ (SE) 302916 Authority: Lichfield District Council, Environmental Health Department Permit Reference: EPA58/B/99 Dated: 31st March 1999 Process Type: Local Authority Air Pollution Control Description: PG1/14 Petrol filling station Status: Authorised Positional Accuracy: Automatically positioned to the address Local Authority Pollution Prevention and Controls 8 Name: Golds Vehicle Rentals A17NE 934 4 405778 Location: Chester Road/Lichfield Road, Shire Oak, Brownhills, West Midlands, Ws9 9dq (NW) 304228 Authority: Walsall Metropolitan Borough Council, Environmental Health Department Permit Reference: 223 Dated: Not Supplied Process Type: Local Authority Pollution Prevention and Control Description: PG1/1Waste oil burners, less than 0.4MW net rated thermal input Status: Permitted Positional Accuracy: Manually positioned to the address or location Nearest Surface Water Feature A13NW 104 - 406342 (N) 303609 Pollution Incidents to Controlled Waters 9 Property Type: Water Company Sewage: Foul Sewer A14SW 330 2 406800 Location: Main St, Stonnall, LICHFIELD (E) 303400 Authority: Environment Agency, Midlands Region Pollutant: Crude Sewage Note: Unknown; Sewage Running Down St Into Storm Drains Incident Date: 5th March 1999 Incident Reference: 2705542 Catchment Area: Trent Catchment : Bourne Brook Receiving Water: Watercourse Cause of Incident: Blocked Sewer Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 10m Pollution Incidents to Controlled Waters 10 Property Type: Industrial: Other A7NE 794 2 405750 Location: Wood Barnes Lane, D/S Ibstock Bk, WALSALL (SW) 302910 Authority: Environment Agency, Midlands Region Pollutant: Miscellaneous - Inert Suspended Solids Note: Amenity Affected; Vigo Brook; Bright Red Incident Date: 11th July 1996 Incident Reference: 2700216 Catchment Area: Trent Catchment : Upper Tame To Confluence With Rea Receiving Water: Watercourse Cause of Incident: Weather Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m

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Pollution Incidents to Controlled Waters 11 Property Type: Industrial: Other A17NE 898 2 405800 Location: Unit 5B Gregorian, Lichfield Road Industrial Estate, TAMWORTH (NW) 304200 Authority: Environment Agency, Midlands Region Pollutant: Oils - Diesel (Including Agricultural) Note: Vandalised Oil Tank-700 Gallons Diesel To Drains; No Adverse Effects Incident Date: 9th March 1998 Incident Reference: 2002397 Catchment Area: Trent Catchment : Lower Tame Receiving Water: Watercourse Cause of Incident: Vandalism Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: South Staffordshire Water Plc A24NW 1479 2 406760 Licence Number: 03/28/17/0006 (N) 304940 Permit Version: 105 Location: Sandhills - Borehole 2 Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st August 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: South Staffordshire Water Plc A24NW 1479 2 406760 Licence Number: 03/28/17/0006 (N) 304940 Permit Version: 104 Location: Sandhills - Borehole 2 Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 30th March 2005 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: South Staffordshire Water Plc A24NW 1479 2 406760 Licence Number: 03/28/17/0006 (N) 304940 Permit Version: 103 Location: Sandhills - Borehole Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 4th October 2002 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions Operator: South Staffordshire Water Plc A24NW 1479 2 406760 Licence Number: 03/28/17/0006 (N) 304940 Permit Version: 102 Location: Sandhills - Borehole Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 22nd January 2001 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: South Staffordshire Water Plc A24NW 1479 2 406760 Licence Number: 03/28/17/0006 (N) 304940 Permit Version: 101 Location: Sandhills - Borehole Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 10th September 1998 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Mr S Ikin A4SW 1485 2 406850 Licence Number: 03/28/17/0028 (S) 301930 Permit Version: 100 Location: Druids Heath Farm,Aldridge - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Druids Heath Farm - Borehole Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 30th August 1979 Permit End Date: Not Supplied Positional Accuracy: Unknown Water Abstractions Operator: South Staffordshire Water Plc A23NE 1486 2 406750 Licence Number: 03/28/17/0006 (N) 304950 Permit Version: 105 Location: Sandhills - Borehole 1 Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st August 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions Operator: South Staffordshire Water Plc A23NE 1486 2 406750 Licence Number: 03/28/17/0006 (N) 304950 Permit Version: 104 Location: Sandhills - Borehole 1 Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 30th March 2005 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: South Staffordshire Water Plc A23NE 1486 2 406750 Licence Number: 03/28/17/0006 (N) 304950 Permit Version: 103 Location: Sandhills - Borehole Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 4th October 2002 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: South Staffordshire Water Plc A23NE 1486 2 406750 Licence Number: 03/28/17/0006 (N) 304950 Permit Version: 102 Location: Sandhills - Borehole Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 22nd January 2001 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: South Staffordshire Water Plc A23NE 1486 2 406750 Licence Number: 03/28/17/0006 (N) 304950 Permit Version: 101 Location: Sandhills - Borehole Authority: Environment Agency, Midlands Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Little Hay, Bourne Vale, Pipe Hills, Sandhills & Shenstone Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 10th September 1998 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions Operator: F Saxton & Sons A25SE 1731 2 407800 Licence Number: 03/28/17/0026 (NE) 304500 Permit Version: 101 Location: Lynn Farm,Shenstone - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lynn Farm, Shenstone Authorised Start: 01 May Authorised End: 31 October Permit Start Date: 14th April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: F Saxton & Sons A25SE 1731 2 407800 Licence Number: 03/28/17/0026 (NE) 304500 Permit Version: 100 Location: Lynn Farm,Shenstone - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lynn Farm, Shenstone Authorised Start: 01 May Authorised End: 31 October Permit Start Date: 14th October 1976 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: W A Lane A24NE 1828 2 407280 Licence Number: 03/28/17/0067 (NE) 305100 Permit Version: 104 Location: Sandhills,Nr Walsall - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Five Areas Of Land At Sandhills, Walsall Authorised Start: 01 April Authorised End: 31 October Permit Start Date: 17th March 2014 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: W A Lane A24NE 1828 2 407280 Licence Number: 03/28/17/0067 (NE) 305100 Permit Version: 103 Location: Sandhills,Nr Walsall - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Five Areas Of Land At Sandhills, Walsall Authorised Start: 01 April Authorised End: 31 October Permit Start Date: 13th October 2006 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Water Abstractions Operator: W A Lane A24NE 1828 2 407280 Licence Number: 03/28/17/0067 (NE) 305100 Permit Version: 102 Location: Sandhills,Nr Walsall - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Five Areas Of Land At Sandhills, Walsall Authorised Start: 01 April Authorised End: 31 October Permit Start Date: 14th July 2003 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: W A Lane A24NE 1828 2 407280 Licence Number: 03/28/17/0067 (NE) 305100 Permit Version: 101 Location: Sandhills,Nr Walsall - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Two Areas Of Land At Sandhills, Walsall Authorised Start: 01 April Authorised End: 31 October Permit Start Date: 29th March 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: W A Lane A24NE 1828 2 407280 Licence Number: 03/28/17/0067 (NE) 305100 Permit Version: 100 Location: Sandhills,Nr Walsall - Borehole Authority: Environment Agency, Midlands Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Land At Sandhills, Walsall Authorised Start: 01 April Authorised End: 31 October Permit Start Date: 20th January 1998 Permit End Date: Not Supplied Positional Accuracy: Unknown Groundwater Vulnerability Soil Classification: Soils of High Leaching Potential (H2) - Deep, permeable, coarse textured soils A13SW 0 2 406407 which readily transmit a wide range of pollutants because of their rapid (E) 303428 drainage and low attenuation potential Map Sheet: Sheet 22 South Staffordshire & East Shropshire Scale: 1:100,000 Drift Deposits None Bedrock Aquifer Designations Aquifer Designation: Principal Aquifer A13SW 0 1 406407 (E) 303428 Superficial Aquifer Designations No Data Available Source Protection Zones 12 Name: Various A13SW 0 2 406407 Source: Environment Agency, Head Office (E) 303428 Reference: Not Supplied Type: Zone III (Total Catchment): The total area needed to support the discharge from the protected groundwater source. Source Protection Zones 13 Name: Sandhills A18NE 817 2 406627 Source: Environment Agency, Head Office (N) 304290 Reference: Md035 Type: Zone II (Outer Protection Zone): Either 25% of the source area or a 400 day travel time whichever is greater.

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Extreme Flooding from Rivers or Sea without Defences None Flooding from Rivers or Sea without Defences None Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None OS Water Network Lines 14 Watercourse Form: Inland river A13NW 113 5 406271 Watercourse Length: 135.4 (NW) 303559 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 15 Watercourse Form: Inland river A13NW 200 5 406162 Watercourse Length: 5.5 (W) 303479 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 16 Watercourse Form: Inland river A13NW 204 5 406158 Watercourse Length: 2.5 (W) 303476 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 17 Watercourse Form: Lake A13NW 206 5 406156 Watercourse Length: 12.2 (W) 303474 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 18 Watercourse Form: Inland river A13SE 275 5 406688 Watercourse Length: 211.7 (SE) 303217 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 19 Watercourse Form: Inland river A8NW 493 5 406275 Watercourse Length: 53.5 (S) 302875 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 20 Watercourse Form: Lake A19SW 673 5 406964 Watercourse Length: 37.2 (NE) 303848 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1

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OS Water Network Lines 21 Watercourse Form: Inland river A19SW 707 5 406985 Watercourse Length: 5.0 (NE) 303878 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 22 Watercourse Form: Inland river A19SW 712 5 406990 Watercourse Length: 134.7 (NE) 303880 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 23 Watercourse Form: Inland river A14NE 739 5 407186 Watercourse Length: 180.0 (E) 303571 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1 OS Water Network Lines 24 Watercourse Form: Inland river A7NW 974 5 405569 Watercourse Length: 204.1 (SW) 302858 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Trent Primacy: 1

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Historical Landfill Sites 25 Licence Holder: Not Supplied A13NW 129 2 406256 Location: Lichfield Road, Aldridge, Walsall, West Midlands (NW) 303565 Name: Shire Oak Sand and Gravel Pit Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD18256 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Deposited Waste included Inert Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: Not Supplied BGS Ref: Not Supplied Other Ref: 644/603, 4600/9216 Historical Landfill Sites 26 Licence Holder: Toledotrade A8SE 768 2 406702 Location: Birch Lane, Aldridge, West Midlands (S) 302638 Name: Birch Lane Quarry Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD18204 First Input Date: 20th July 1978 Last Input Date: 15th October 1989 Specified Waste Deposited Waste included Inert, Industrial and Special Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 4600/0077 BGS Ref: Not Supplied Other Ref: SL/29, 644/214 Licensed Waste Management Facilities (Landfill Boundaries) 27 Name: Shire Oak Quarry A18SW 410 2 406230 Licence Number: 40059 (N) 303894 Location: Shire Oak Quarry, Chester Road, Shire Oak, Walsall, Staffordshire, WS9 9PE Licence Holder: J P E ( Holdings ) Limited Authority: Environment Agency - Midlands Region, Central Area Site Category: Inert LF Max Input Rate: Not Supplied Licence Status: Transferred Issued: 14th June 2002 Positional Accuracy: Positioned by the supplier Boundary Accuracy: As Supplied Licensed Waste Management Facilities (Landfill Boundaries) 28 Name: Aldridge Quarry - Inert Waste Landfill Site A8NE 593 2 406702 Licence Number: 42901 (SE) 302831 Location: Birch Lane, Aldridge, Walsall, West Midlands, WS9 0NF Licence Holder: R M C Aggregates Western Ltd Authority: Environment Agency - Midlands Region, Central Area Site Category: Inert LF Max Input Rate: Not Supplied Licence Status: Issued Issued: 12th August 2003 Positional Accuracy: Positioned by the supplier Boundary Accuracy: As Supplied Licensed Waste Management Facilities (Locations) 29 Licence Number: 40059 A17SE 534 2 406037 Location: Shire Oak Quarry, Chester Road, Shire Oak, Walsall, Staffordshire, WS9 9PE (NW) 303924 Operator Name: J P E ( Holdings ) Limited Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, Central Area Site Category: Inert LF Licence Status: Transferred Issued: 14th June 2002 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Licensed Waste Management Facilities (Locations) 30 Licence Number: 102803 A17SE 617 2 406000 Location: Shireoak Quarry, Chester Road, Brownhills, Walsall, West Midlands, WS9 (NW) 304000 9DE Operator Name: J P E ( Holdings ) Limited Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, Central Area Site Category: Management of inert or extractive waste at mine Licence Status: Transferred Issued: 13th June 2011 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Approximate location provided by supplier Licensed Waste Management Facilities (Locations) 31 Licence Number: 42901 A8SE 710 2 406700 Location: Birch Lane, Aldridge, Walsall, West Midlands, WS9 0NF (S) 302700 Operator Name: R M C Aggregates Western Ltd Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, Central Area Site Category: Inert LF Licence Status: Issued Issued: 12th August 2003 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: BS6998IA Positional Accuracy: Located by supplier to within 100m Licensed Waste Management Facilities (Locations) 32 Licence Number: 401133 A18NW 728 2 406151 Location: Recycling Facilities Shire Oak Quarry, Chester Road, Sandhills, Walsall, West (N) 304203 Midlands, WS9 9PE Operator Name: J P E ( Holdings ) Limited Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, Central Area Site Category: Physical Treatment Facilities Licence Status: Issued Issued: 22nd April 2014 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Local Authority Landfill Coverage Name: Walsall Metropolitan Borough Council 0 4 406407 - Has supplied landfill data 303428 Local Authority Landfill Coverage Name: Staffordshire County Council 14 7 406443 - Has supplied landfill data 303463 Local Authority Landfill Coverage Name: Lichfield District Council 14 6 406443 - Landfill data has been supplied by another authority 303463 Potentially Infilled Land (Non-Water) 33 Bearing Ref: S A13SW 216 - 406308 Use: Unknown Filled Ground (Pit, quarry etc) (S) 303159 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 34 Bearing Ref: SW A13SW 295 - 406256 Use: Unknown Filled Ground (Pit, quarry etc) (SW) 303098 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 35 Bearing Ref: SW A8NW 515 - 406170 Use: Unknown Filled Ground (Pit, quarry etc) (SW) 302894 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 36 Bearing Ref: NE A19SE 868 - 407130 Use: Unknown Filled Ground (Pit, quarry etc) (NE) 303953 Date of Mapping: 1993

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Potentially Infilled Land (Non-Water) 37 Bearing Ref: NW A17NE 985 - 405833 Use: Unknown Filled Ground (Pit, quarry etc) (NW) 304334 Date of Mapping: 1993 Potentially Infilled Land (Water) 38 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A12SE 531 - 405929 Date of Mapping: 1938 (SW) 303117 Potentially Infilled Land (Water) 39 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A12SE 646 - 405744 Date of Mapping: 1938 (W) 303234 Potentially Infilled Land (Water) 40 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A14SE 665 - 407134 Date of Mapping: 1955 (E) 303418 Potentially Infilled Land (Water) 41 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A7NE 678 - 405794 Date of Mapping: 1955 (SW) 303056 Potentially Infilled Land (Water) 42 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A12SW 911 - 405495 Date of Mapping: 1955 (W) 303142 Registered Landfill Sites 43 Licence Holder: Toledotrade Ltd A8SE 849 2 406700 Licence Reference: SL 29 (S) 302550 Site Location: Stonnal Sand Pit, Birch Lane, Aldridge, Walsall, West Midlands Licence Easting: 406700 Licence Northing: 302550 Operator Location: Birch Lane Quarry, Aldridge, WALSALL, West Midlands, WS9 0HG Authority: Environment Agency - Midlands Region, Upper Trent Area Site Category: Landfill Max Input Rate: Large (Equal to or greater than 75,000 and less than 250,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st July 1977 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Foundry Sand Subsoil, Excavation Materials Prohibited Waste Poisonous, Noxious, Polluting Wastes

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BGS 1:625,000 Solid Geology Description: Triassic Rocks (Undifferentiated) A13SW 0 1 406407 (E) 303428 BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SW 0 1 406407 Soil Sample Type: Rural Soil (E) 303428 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 20 - 40 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel <15 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NW 187 1 406169 Soil Sample Type: Rural Soil (W) 303451 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Recorded Mineral Sites 44 Site Name: Castlebank Plantation A13NW 201 1 406161 Location: , Holly Bank, Brownhills, West Midlands (W) 303466 Source: British Geological Survey, National Geoscience Information Service Reference: 65546 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Carboniferous Geology: Alveley Member Commodity: Sand Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 45 Site Name: Castlebank Plantation A13SW 223 1 406309 Location: , Holly Bank, Brownhills, West Midlands (S) 303151 Source: British Geological Survey, National Geoscience Information Service Reference: 65559 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Triassic Geology: Kidderminster Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 46 Site Name: Castlebank Plantation A13SW 255 1 406107 Location: , Holly Bank, Brownhills, West Midlands (W) 303392 Source: British Geological Survey, National Geoscience Information Service Reference: 65545 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Carboniferous Geology: Alveley Member Commodity: Common Clay and Shale Positional Accuracy: Located by supplier to within 10m

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BGS Recorded Mineral Sites 47 Site Name: Gorse Farm A13SW 312 1 406233 Location: , Holly Bank, Brownhills, West Midlands (SW) 303093 Source: British Geological Survey, National Geoscience Information Service Reference: 65558 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Triassic Geology: Kidderminster Formation Commodity: Common Clay and Shale Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 48 Site Name: Shire Oak Quarry A18SW 495 1 406300 Location: Lichfield Road, Walsall Wood, Walsall, Staffordshire, Ws9 9te (N) 304000 Source: British Geological Survey, National Geoscience Information Service Reference: 4185 Type: Opencast Status: Active Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Triassic Geology: Kidderminster Formation Commodity: Sand and Gravel Positional Accuracy: Unknown BGS Recorded Mineral Sites 49 Site Name: Holly Bank A8NW 506 1 406171 Location: , Holly Bank, Brownhills, West Midlands (SW) 302903 Source: British Geological Survey, National Geoscience Information Service Reference: 65547 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Carboniferous Geology: Alveley Member Commodity: Sandstone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 50 Site Name: Aldridge Quarry A9SW 738 1 406755 Location: Birch Lane, Stonnall, Walsall, West Midlands, Ws9 0nf (SE) 302695 Source: British Geological Survey, National Geoscience Information Service Reference: 4541 Type: Opencast Status: Dormant Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Triassic Geology: Kidderminster Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 51 Site Name: Shire Oak A17NE 859 1 406015 Location: , Shire Oak, Brownhills, Brownhills, Staffordshire (NW) 304291 Source: British Geological Survey, National Geoscience Information Service Reference: 65467 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Triassic Geology: Kidderminster Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 52 Site Name: Stonnall A19SE 870 1 407126 Location: , Stonnall, Brownhills, Staffordshire (NE) 303961 Source: British Geological Survey, National Geoscience Information Service Reference: 65543 Type: Opencast Status: Ceased Operator: Not Supplied Operator Location: Not Supplied Periodic Type: Triassic Geology: Kidderminster Formation Commodity: Sand Positional Accuracy: Located by supplier to within 10m

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

BGS Measured Urban Soil Chemistry No data available BGS Urban Soil Chemistry Averages No data available Coal Mining Affected Areas Description: In an area which may be affected by coal mining activity. It is recommended A13SW 0 8 406407 that a coal mining report is obtained from the Coal Authority. Contact details (E) 303428 are included in the Useful Contacts section of this report. Non Coal Mining Areas of Great Britain No Hazard Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A13SW 0 1 406407 Source: British Geological Survey, National Geoscience Information Service (E) 303428 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 1 406407 Source: British Geological Survey, National Geoscience Information Service (E) 303428 Potential for Compressible Ground Stability Hazards Hazard Potential: Very Low A13NW 147 1 406238 Source: British Geological Survey, National Geoscience Information Service (NW) 303570 Potential for Compressible Ground Stability Hazards Hazard Potential: Very Low A13NW 234 1 406284 Source: British Geological Survey, National Geoscience Information Service (N) 303726 Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A13SW 0 1 406407 Source: British Geological Survey, National Geoscience Information Service (E) 303428 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 0 1 406407 Source: British Geological Survey, National Geoscience Information Service (E) 303428 Potential for Landslide Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 1 406389 Source: British Geological Survey, National Geoscience Information Service (SW) 303415 Potential for Landslide Ground Stability Hazards Hazard Potential: No Hazard A13NW 37 1 406382 Source: British Geological Survey, National Geoscience Information Service (N) 303548 Potential for Landslide Ground Stability Hazards Hazard Potential: No Hazard A13NW 186 1 406175 Source: British Geological Survey, National Geoscience Information Service (W) 303506 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 1 406407 Source: British Geological Survey, National Geoscience Information Service (E) 303428 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A13NW 147 1 406238 Source: British Geological Survey, National Geoscience Information Service (NW) 303570 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A13NW 234 1 406284 Source: British Geological Survey, National Geoscience Information Service (N) 303726 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 1 406407 Source: British Geological Survey, National Geoscience Information Service (E) 303428 Radon Potential - Radon Affected Areas Affected Area: The property is in a Lower probability radon area (less than 1% of homes are A13SW 0 1 406407 estimated to be at or above the Action Level). (E) 303428 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A13SW 0 1 406407 dwellings or extensions (E) 303428 Source: British Geological Survey, National Geoscience Information Service

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Contemporary Trade Directory Entries 53 Name: D J Docker A13NW 20 - 406343 Location: 370, Chester Road, Walsall, WS9 9DE (NW) 303496 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 54 Name: J M Harris Eggs & Cheese Ltd A17SE 558 - 405978 Location: 216, Chester Road, Stonnall, Walsall, WS9 9DF (NW) 303902 Classification: Distribution Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 55 Name: Ezee-Peel Ltd A12SE 617 - 405786 Location: 42, Bluebell Road, Walsall Wood, Walsall, WS9 9EU (W) 303202 Classification: Printers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 56 Name: Mcs Electronics A14NW 640 - 407010 Location: 124, Main Street, Stonnall, Walsall, WS9 9DY (NE) 303732 Classification: Printed Circuit Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 57 Name: Complete Air Systems A12SE 649 - 405802 Location: 43, Castle Hill Road, Walsall, WS9 9DA (SW) 303098 Classification: Sheet Metal Work Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 58 Name: Mobile Hair Free A17SE 682 - 405895 Location: 196, Chester Road, Stonnall, Walsall, WS9 9DF (NW) 303995 Classification: Electrolysis Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 58 Name: Tarmac Quarry Products Ltd A17SE 728 - 405860 Location: Chester Rd, Stonnall, Walsall, West Midlands, WS9 9DF (NW) 304024 Classification: Quarries Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 59 Name: Pest Tek A12NW 735 - 405662 Location: 52, Shire Ridge, Walsall Wood, Walsall, WS9 9RB (W) 303716 Classification: Pest & Vermin Control Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 60 Name: M R S A7SE 805 - 405960 Location: 24, Bankside Way, Walsall, WS9 8XN (SW) 302683 Classification: Refrigerators & Freezers - Servicing & Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 61 Name: Shell Stonnal A9NE 826 - 407148 Location: Chester Road,Stonnal, Walsall, West Midlands, WS9 9HS (SE) 302913 Classification: Petrol Filling Stations Status: Active Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 61 Name: Total A9NE 826 - 407150 Location: Chester Road, Stonnall, Walsall, West Midlands, WS9 9HJ (SE) 302916 Classification: Petrol Filling Stations Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 61 Name: Cromwell Truck Sales A9NE 833 - 407137 Location: Chester Rd, Stonnall, Walsall, West Midlands, WS9 9HJ (SE) 302886 Classification: Commercial Vehicle Dealers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location

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Contemporary Trade Directory Entries 61 Name: Cromwell Truck Sales A9NE 833 - 407137 Location: Chester Rd, Stonnall, Walsall, West Midlands, WS9 9HJ (SE) 302886 Classification: Commercial Vehicle Dealers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 62 Name: Cromwell Trucks Sales A9NE 827 - 407109 Location: Chester Road, Stonnall, Walsall, West Midlands, WS9 9HJ (SE) 302859 Classification: Commercial Vehicle Dealers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 62 Name: Cromwell Truck Sales A9NE 827 - 407109 Location: Chester Road, Stonnall, Walsall, WS9 9HJ (SE) 302859 Classification: Commercial Vehicle Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 62 Name: The Van Exchange A9NE 861 - 407156 Location: Chester Rd, Stonnall, Walsall, West Midlands, WS9 9HJ (SE) 302864 Classification: Commercial Vehicle Dealers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 63 Name: Regal Plasters A12SW 839 - 405581 Location: 101, Castle Road, Walsall, WS9 9BZ (W) 303115 Classification: Plaster Manufacturers & Suppliers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 63 Name: J P Hewitt Gas Services Ltd A7NW 862 - 405578 Location: 96, Castle Road, Walsall, WS9 9BY (SW) 303066 Classification: Oil & Gas Exploration Supplies & Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 64 Name: D & N A12SW 890 - 405470 Location: 73, Poxon Road, Walsall, WS9 9JR (W) 303398 Classification: Scrap Metal Merchants Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 65 Name: Wheatland Services A7SW 927 - 405734 Location: 6, Greenway, Walsall, WS9 8XE (SW) 302716 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 66 Name: Golds Autocentre Brownhills A17NE 933 - 405775 Location: Chester Road, Walsall Wood, Walsall, WS9 9DQ (NW) 304224 Classification: Mot Testing Centres Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 66 Name: Golds Garages Ltd A17NE 933 - 405775 Location: Chester Road, Walsall Wood, Walsall, WS9 9DQ (NW) 304224 Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 66 Name: Shire Oak Motors A17NE 934 - 405778 Location: Chester Rd, Walsall Wood, Walsall, West Midlands, WS9 9DQ (NW) 304228 Classification: Car Dealers - Used Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 67 Name: D Longley A17SW 948 - 405621 Location: 232, Lichfield Road, Walsall Wood, Walsall, West Midlands, WS9 9PD (NW) 304086 Classification: Woodworking Machinery Status: Inactive Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 68 Name: M C E T Services A17SW 978 - 405435 Location: 8, Shire Ridge, Walsall Wood, Walsall, WS9 9RB (W) 303805 Classification: Office Equipment Servicing & Maintenance Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 69 Name: Dent Reverse A17NW 991 - 405735 Location: 185, Chester Road, Brownhills, Walsall, WS8 6DS (NW) 304267 Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 69 Name: Mobile Dent Repair A17NW 991 - 405735 Location: 185, Chester Road, Brownhills, Walsall, WS8 6DS (NW) 304267 Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 70 Name: Tarmac Topmix Ltd A17NE 995 - 405981 Location: Shire Oak Quarry, Lichfield Road, Sandhills, Walsall, WS9 9PE (NW) 304425 Classification: Concrete & Mortar Ready Mixed Status: Inactive Positional Accuracy: Automatically positioned in the proximity of the address Fuel Station Entries 71 Name: Shell Stonnal A9NE 826 - 407150 Location: Chester Road, Stonnal, Walsall, West Midlands, WS9 9HS (SE) 302916 Brand: Shell Premises Type: Petrol Station Status: Open Positional Accuracy: Automatically positioned to the address Fuel Station Entries 72 Name: Sixt Car & Van Rental A17NW 962 - 405735 Location: Chester Road, Walsall Wood, WALSALL, West Midlands, WS9 9DQ (NW) 304228 Brand: Unbranded Premises Type: Not Applicable Status: Obsolete Positional Accuracy: Manually positioned to the road within the address or location Points of Interest - Commercial Services 73 Name: A 2 B Windscreens A13NE 259 9 406721 Location: 30 Glenwood Rise, Stonnall, Walsall, WS9 9DZ (E) 303451 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 73 Name: A2b A13NE 259 9 406721 Location: 30 Glenwood Rise, Walsall, WS9 9DZ (E) 303451 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 74 Name: A 2 B Windscreens Ltd A12SE 498 9 405863 Location: 22 High Land Road, Walsall Wood, Walsall, WS9 9ER (W) 303386 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 75 Name: J M Harris Eggs & Cheese Ltd A17SE 557 9 405978 Location: 216 Chester Road, Stonnall, Walsall, WS9 9DF (NW) 303901 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 75 Name: J M Harris (Eggs & Cheese) Ltd A17SE 558 9 405978 Location: 216 Chester Road, Stonnall, Walsall, WS9 9DF (NW) 303902 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location

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

Points of Interest - Commercial Services 76 Name: Pest Tek A12NW 735 9 405662 Location: 52 Shire Ridge, Walsall Wood, Walsall, WS9 9RB (W) 303716 Category: Contract Services Class Code: Pest and Vermin Control Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 76 Name: Pest Tez A12NW 735 9 405662 Location: 52 Shire Ridge, Walsall Wood, Walsall, WS9 9RB (W) 303716 Category: Contract Services Class Code: Pest and Vermin Control Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 77 Name: Shell Stonnal A9NE 822 9 407159 Location: Chester Road, Stonnal, Walsall, WS9 9HS (SE) 302936 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 77 Name: Car Wash A9NE 826 9 407150 Location: Chester Road, Stonnal, Walsall, West Midlands, WS9 9HS (SE) 302916 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 78 Name: Golds Garages Ltd A17NE 933 9 405774 Location: Chester Road, Walsall Wood, Walsall, WS9 9DQ (NW) 304224 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 78 Name: Golds Autocentre Brownhills A17NE 934 9 405778 Location: Lichfield Road, Shire Oak, Walsall Wood, Walsall, WS9 9DQ (NW) 304228 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 79 Name: Autobee Ltd A7SE 952 9 405920 Location: 32 Hillview, Walsall, WS9 8XJ (SW) 302533 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 80 Name: Works A13NW 105 9 406286 Location: Not Supplied (NW) 303567 Category: Industrial Features Class Code: Unspecified Works Or Factories Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 81 Name: Sand and Gravel Pit A18SW 476 9 406206 Location: WS9 (N) 303956 Category: Extractive Industries Class Code: Sand, Gravel and Clay Extraction and Merchants Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 82 Name: Sand and Gravel Pit A17SE 621 9 405981 Location: WS9 (NW) 303990 Category: Extractive Industries Class Code: Sand, Gravel and Clay Extraction and Merchants Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 83 Name: J P E Holdings A18NW 696 9 406131 Location: Chester Road, Stonnall, Walsall, WS9 9DD (N) 304163 Category: Extractive Industries Class Code: Ore Mining Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 84 Name: Sand and Gravel Pit A18NW 712 9 406228 Location: WS9 (N) 304208 Category: Extractive Industries Class Code: Sand, Gravel and Clay Extraction and Merchants Positional Accuracy: Positioned to an adjacent address or location

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Points of Interest - Manufacturing and Production 85 Name: Sand Pit A9SW 740 9 406777 Location: WS9 (SE) 302705 Category: Extractive Industries Class Code: Sand, Gravel and Clay Extraction and Merchants Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 86 Name: Sand and Gravel Pit A17NE 786 9 405925 Location: WS9 (NW) 304155 Category: Extractive Industries Class Code: Sand, Gravel and Clay Extraction and Merchants Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 87 Name: Tarmac Quarry Products Ltd A18NW 816 9 406088 Location: Shire Oak Quarry, Lichfield Road, Sandhills, Walsall, WS9 9PE (N) 304275 Category: Extractive Industries Class Code: Unspecified Quarries Or Mines Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 88 Name: Total UK Ltd A9NE 826 9 407150 Location: Chester Road, Stonnall, Walsall, WS9 9HJ (SE) 302916 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 88 Name: Total A9NE 826 9 407150 Location: Chester Road, Stonnall, Walsall, WS9 9HJ (SE) 302916 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 88 Name: Stonnall Service Station A9NE 826 9 407150 Location: Chester Road, Stonnall, Walsall, WS9 9HJ (SE) 302916 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 88 Name: Shell Stonnal A9NE 826 9 407150 Location: Chester Road, Stonnal, Walsall, WS9 9HS (SE) 302916 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 88 Name: Shell Stonnal A9NE 828 9 407150 Location: Chester Road, Stonnal, Walsall, WS9 9HS (SE) 302912 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 89 Name: Playground A17SW 724 9 405712 Location: Not Supplied (NW) 303810 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Recreational and Environmental 89 Name: Playground A17SW 725 9 405710 Location: Naomi Way, WS9 (NW) 303809 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 90 Name: Playground A17SW 890 9 405616 Location: Nr Andrews Road, WS9 (NW) 303978 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 90 Name: Playground A17SW 892 9 405614 Location: Not Supplied (NW) 303977 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location

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Points of Interest - Recreational and Environmental 91 Name: Playground A7SE 908 9 405823 Location: Nr High Croft, WS9 (SW) 302657 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 91 Name: Playground A7SE 910 9 405822 Location: Not Supplied (SW) 302655 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location

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Areas of Adopted Green Belt 92 Authority: Walsall Metropolitan Borough Council A13SW 0 11 406407 Plan Name: Walsall Unitary Development Plan 2005 (E) 303428 Status: Adopted Plan Date: 7th March 2005 Areas of Adopted Green Belt 93 Authority: Lichfield District Council A13NE 14 6 406444 Plan Name: Lichfield Local Plan (NE) 303464 Status: Adopted Plan Date: 17th February 2015 Local Nature Reserves 94 Name: Shire Oak Park A13NW 131 10 406247 Multiple Area: N (NW) 303557 Area (m2): 245097.73 Source: Natural England Designation Date: 29th August 1993 Nitrate Vulnerable Zones 95 Name: Lichfield A13SW 0 12 406407 Description: Groundwater (E) 303428 Source: Environment Agency, Head Office Nitrate Vulnerable Zones 96 Name: River Trent (Source To Confluence With Derwent) Nvz A13SW 0 12 406407 Description: Surface Water (E) 303428 Source: Environment Agency, Head Office

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Agency & Hydrological Version Update Cycle

Contaminated Land Register Entries and Notices Lichfield District Council - Pollution Control April 2014 Annual Rolling Update Cannock Chase District Council - Environmental Health Department December 2014 Annual Rolling Update Birmingham City Council - Environmental Protection Unit March 2015 Annual Rolling Update South Staffordshire District Council - Environmental Health Department September 2013 Annual Rolling Update Walsall Metropolitan Borough Council - Pollution Control Division September 2014 Annual Rolling Update Discharge Consents Environment Agency - Midlands Region July 2017 Quarterly Enforcement and Prohibition Notices Environment Agency - Midlands Region March 2013 As notified Integrated Pollution Controls Environment Agency - Midlands Region October 2008 Not Applicable Integrated Pollution Prevention And Control Environment Agency - Midlands Region July 2017 Quarterly Local Authority Integrated Pollution Prevention And Control Birmingham City Council - Environmental Protection Unit January 2015 Annual Rolling Update Cannock Chase District Council - Environmental Health Department January 2015 Annual Rolling Update Lichfield District Council - Environmental Health Department March 2014 Annual Rolling Update South Staffordshire District Council - Environmental Health Department March 2015 Annual Rolling Update Walsall Metropolitan Borough Council - Environmental Health Department May 2014 Annual Rolling Update Local Authority Pollution Prevention and Controls Birmingham City Council - Environmental Protection Unit January 2015 Annual Rolling Update Cannock Chase District Council - Environmental Health Department January 2015 Annual Rolling Update Lichfield District Council - Environmental Health Department March 2014 Annual Rolling Update South Staffordshire District Council - Environmental Health Department March 2015 Annual Rolling Update Walsall Metropolitan Borough Council - Environmental Health Department May 2014 Annual Rolling Update Local Authority Pollution Prevention and Control Enforcements Birmingham City Council - Environmental Protection Unit January 2015 Annual Rolling Update Cannock Chase District Council - Environmental Health Department January 2015 Annual Rolling Update Lichfield District Council - Environmental Health Department March 2014 Annual Rolling Update South Staffordshire District Council - Environmental Health Department March 2015 Annual Rolling Update Walsall Metropolitan Borough Council - Environmental Health Department May 2014 Annual Rolling Update Nearest Surface Water Feature Ordnance Survey May 2017 Pollution Incidents to Controlled Waters Environment Agency - Midlands Region December 1999 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - Midlands Region July 2015 As notified Prosecutions Relating to Controlled Waters Environment Agency - Midlands Region March 2013 As notified Registered Radioactive Substances Environment Agency - Midlands Region January 2015 River Quality Environment Agency - Head Office November 2001 Not Applicable River Quality Biology Sampling Points Environment Agency - Head Office July 2012 Annually River Quality Chemistry Sampling Points Environment Agency - Head Office July 2012 Annually Substantiated Pollution Incident Register Environment Agency - Midlands Region - Central Area July 2017 Quarterly Environment Agency - Midlands Region - Upper Trent Area July 2017 Quarterly

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Agency & Hydrological Version Update Cycle

Water Abstractions Environment Agency - Midlands Region July 2017 Quarterly Water Industry Act Referrals Environment Agency - Midlands Region July 2017 Quarterly Groundwater Vulnerability Environment Agency - Head Office April 2015 Not Applicable Drift Deposits Environment Agency - Head Office January 1999 Not Applicable Bedrock Aquifer Designations British Geological Survey - National Geoscience Information Service August 2015 As notified Superficial Aquifer Designations British Geological Survey - National Geoscience Information Service August 2015 As notified Source Protection Zones Environment Agency - Head Office July 2017 Quarterly Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office August 2017 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office August 2017 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office August 2017 Quarterly Flood Water Storage Areas Environment Agency - Head Office August 2017 Quarterly Flood Defences Environment Agency - Head Office August 2017 Quarterly OS Water Network Lines Ordnance Survey July 2017 6 Weekly Surface Water 1 in 30 year Flood Extent Environment Agency - Head Office October 2013 As notified Surface Water 1 in 100 year Flood Extent Environment Agency - Head Office October 2013 As notified Surface Water 1 in 1000 year Flood Extent Environment Agency - Head Office October 2013 As notified Surface Water Suitability Environment Agency - Head Office October 2013 As notified BGS Groundwater Flooding Susceptibility British Geological Survey - National Geoscience Information Service May 2013 Annually

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Waste Version Update Cycle

BGS Recorded Landfill Sites British Geological Survey - National Geoscience Information Service June 1996 Not Applicable Historical Landfill Sites Environment Agency - Head Office May 2017 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - Midlands Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency - Midlands Region - Central Area May 2017 Quarterly Environment Agency - Midlands Region - Upper Trent Area May 2017 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency - Midlands Region - Central Area July 2017 Quarterly Environment Agency - Midlands Region - Upper Trent Area July 2017 Quarterly Local Authority Landfill Coverage Birmingham City Council - Environmental Protection Unit May 2000 Not Applicable Cannock Chase District Council - Environmental Health Department May 2000 Not Applicable Lichfield District Council May 2000 Not Applicable South Staffordshire District Council May 2000 Not Applicable Staffordshire County Council - Waste Management May 2000 Not Applicable Walsall Metropolitan Borough Council - Environmental Health Department May 2000 Not Applicable Local Authority Recorded Landfill Sites Cannock Chase District Council - Environmental Health Department May 2000 Not Applicable Lichfield District Council May 2000 Not Applicable South Staffordshire District Council May 2000 Not Applicable Staffordshire County Council - Waste Management May 2000 Not Applicable Walsall Metropolitan Borough Council - Environmental Health Department May 2000 Not Applicable Birmingham City Council - Environmental Protection Unit September 2016 Not Applicable Potentially Infilled Land (Non-Water) Landmark Information Group Limited December 1999 Not Applicable Potentially Infilled Land (Water) Landmark Information Group Limited December 1999 Not Applicable Registered Landfill Sites Environment Agency - Midlands Region - Central Area March 2003 Not Applicable Environment Agency - Midlands Region - Upper Trent Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency - Midlands Region - Central Area March 2003 Not Applicable Environment Agency - Midlands Region - Upper Trent Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency - Midlands Region - Central Area March 2003 Not Applicable Environment Agency - Midlands Region - Upper Trent Area March 2003 Not Applicable

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Hazardous Substances Version Update Cycle

Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive September 2017 Bi-Annually Explosive Sites Health and Safety Executive March 2017 Bi-Annually Notification of Installations Handling Hazardous Substances (NIHHS) Health and Safety Executive November 2000 Not Applicable Planning Hazardous Substance Enforcements Birmingham City Council February 2016 Annual Rolling Update Cannock Chase District Council - Planning Department February 2016 Annual Rolling Update Lichfield District Council - Planning Department February 2016 Annual Rolling Update Staffordshire County Council February 2016 Annual Rolling Update Walsall Metropolitan Borough Council - Planning Department January 2016 Annual Rolling Update South Staffordshire District Council May 2016 Annual Rolling Update Planning Hazardous Substance Consents Birmingham City Council February 2016 Annual Rolling Update Cannock Chase District Council - Planning Department February 2016 Annual Rolling Update Lichfield District Council - Planning Department February 2016 Annual Rolling Update Staffordshire County Council February 2016 Annual Rolling Update Walsall Metropolitan Borough Council - Planning Department January 2016 Annual Rolling Update South Staffordshire District Council May 2016 Annual Rolling Update

Geological Version Update Cycle

BGS 1:625,000 Solid Geology British Geological Survey - National Geoscience Information Service January 2009 Not Applicable BGS Estimated Soil Chemistry British Geological Survey - National Geoscience Information Service October 2015 As notified BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service April 2017 Bi-Annually CBSCB Compensation District Cheshire Brine Subsidence Compensation Board (CBSCB) August 2011 Not Applicable Coal Mining Affected Areas The Coal Authority - Property Searches March 2014 As notified Mining Instability Ove Arup & Partners October 2000 Not Applicable Non Coal Mining Areas of Great Britain British Geological Survey - National Geoscience Information Service May 2015 Not Applicable Potential for Collapsible Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Compressible Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Ground Dissolution Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Landslide Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Running Sand Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Shrinking or Swelling Clay Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Radon Potential - Radon Affected Areas British Geological Survey - National Geoscience Information Service July 2011 As notified Radon Potential - Radon Protection Measures British Geological Survey - National Geoscience Information Service July 2011 As notified

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Industrial Land Use Version Update Cycle

Contemporary Trade Directory Entries Thomson Directories June 2017 Quarterly Fuel Station Entries Catalist Ltd - Experian August 2017 Quarterly Gas Pipelines National Grid July 2014 Quarterly Points of Interest - Commercial Services PointX September 2017 Quarterly Points of Interest - Education and Health PointX September 2017 Quarterly Points of Interest - Manufacturing and Production PointX September 2017 Quarterly Points of Interest - Public Infrastructure PointX September 2017 Quarterly Points of Interest - Recreational and Environmental PointX September 2017 Quarterly Underground Electrical Cables National Grid December 2015 Bi-Annually

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Sensitive Land Use Version Update Cycle

Ancient Woodland Natural England May 2017 Bi-Annually Areas of Adopted Green Belt Birmingham City Council May 2017 As notified Cannock Chase District Council - Planning Department May 2017 As notified Lichfield District Council May 2017 As notified South Staffordshire District Council May 2017 As notified Walsall Metropolitan Borough Council May 2017 As notified Areas of Unadopted Green Belt Birmingham City Council May 2017 As notified Cannock Chase District Council - Planning Department May 2017 As notified Lichfield District Council May 2017 As notified South Staffordshire District Council May 2017 As notified Walsall Metropolitan Borough Council May 2017 As notified Areas of Outstanding Natural Beauty Natural England August 2017 Bi-Annually Environmentally Sensitive Areas Natural England January 2017 Annually Forest Parks Forestry Commission April 1997 Not Applicable Local Nature Reserves Natural England August 2017 Bi-Annually Marine Nature Reserves Natural England August 2017 Bi-Annually National Nature Reserves Natural England August 2017 Bi-Annually National Parks Natural England August 2017 Bi-Annually Nitrate Vulnerable Zones Environment Agency - Head Office June 2017 Bi-Annually Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) October 2015 Ramsar Sites Natural England August 2017 Bi-Annually Sites of Special Scientific Interest Natural England August 2017 Bi-Annually Special Areas of Conservation Natural England August 2017 Bi-Annually Special Protection Areas Natural England August 2017 Bi-Annually

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A selection of organisations who provide data within this report

Data Supplier Data Supplier Logo

Ordnance Survey

Environment Agency

Scottish Environment Protection Agency

The Coal Authority

British Geological Survey

Centre for Ecology and Hydrology

Natural Resources Wales

Scottish Natural Heritage

Natural England

Public Health England

Ove Arup

Peter Brett Associates

Order Number: 141331502_1_1 Date: 02-Oct-2017 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 30 of 31 Useful Contacts

Contact Name and Address Contact Details

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

2 Environment Agency - National Customer Contact Telephone: 03708 506 506 Centre (NCCC) Email: [email protected] PO Box 544, Templeborough, Rotherham, S60 1BY

3 Lichfield District Council - Environmental Health Telephone: 01543 308000 Department Fax: 01543 308712 Website: www.lichfielddc.gov.uk District Council House, Frog Lane, Lichfield, Staffordshire, WS13 6YY

4 Walsall Metropolitan Borough Council - Environmental Telephone: 01922 650000 Health Department Website: www.walsall.gov.uk The Civic Centre, Walsall, West Midlands, WS1 1TP

5 Ordnance Survey Telephone: 023 8079 2000 Email: [email protected] Adanac Drive, Southampton, Hampshire, SO16 0AS Website: www.ordnancesurvey.gov.uk

6 Lichfield District Council Telephone: 01543 414000 Fax: 01543 250673 District Council House, Frog Lane, Lichfield, Staffordshire, WS13 6YZ Website: www.lichfielddc.gov.uk

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

8 The Coal Authority - Property Searches Telephone: 0345 762 6848 Fax: 01623 637 338 200 Lichfield Lane, Mansfield, Nottinghamshire, NG18 4RG Email: [email protected] Website: www2.groundstability.com

9 PointX Website: www.pointx.co.uk 7 Abbey Court, Eagle Way, Sowton, Exeter, Devon, EX2 7HY

10 Natural England Telephone: 0300 060 3900 Email: [email protected] County Hall, Spetchley Road, Worcester, WR5 2NP Website: www.naturalengland.org.uk

11 Walsall Metropolitan Borough Council Telephone: 01922 650000 Website: www.walsall.gov.uk Civic Centre, Darwall Street, Walsall, West Midlands, WS1 1TP

12 Environment Agency - Head Office Telephone: 01454 624400 Fax: 01454 624409 Rio House, Waterside Drive, Aztec West, Almondsbury, Bristol, Avon, BS32 4UD

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

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

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