Proposed Residential Development Hayfield Road, New Mills, Derbyshire for Wainhomes (Nw) Ltd

PROPOSED RESIDENTIAL DEVELOPMENT HAYFIELD ROAD, NEW MILLS, DERBYSHIRE FOR WAINHOMES (NW) LTD

SEPTEMBER 2017

COAL MINING RISK ASSESSMENT REPORT FOR A DEVELOPMENT SITE

17004/CMRA/A

Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

DOCUMENT STATUS

Site Reference Hayfield Road, New Mills, Derbyshire Title Coal Mining Risk Assessment Report Client Wainhomes (NW) Ltd Project No. 17004/CMRA Report Version Coal Mining Risk Assessment Report Date Issued 11th January 2017 Issue Notes Issued for comment and approval

Report Version Revision B Date Issued 15th September 2017 Issue Notes Including updated site layout

Report Version Date Issued Issue Notes

Report No. 17004/CMRA/A Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

TABLE OF CONTENTS

1.0 INTRODUCTION 1.1 Instructions 1.2 Objectives 1.3 Sources Of Information 1.4 Development Proposals 1.5 Limitations Of Report

2.0 THE SITE 2.1 Location 2.2 Coal Authority Report 2.3 Geology 2.4 Coal Authority Online Records 2.5 BGS Borehole Viewer

3.0 COAL MINING RISKS 3.1 General Risks 3.2 Collapse of Shallow Workings 3.3 Coal Mine Workings 3.4 Consolidation of Relict Workings 3.5 Migration of Mine Gases 3.6 Failure of Mine entries 3.7 Spontaneous Combustion

4.0 PROPOSED MITIGATION STRATEGY 4.1 Investigation Proposals

5.0 CONCLUSIONS 5.1 Recommendations

LIST OF APPENDICES

Coal Authority Report Investigation Proposals Drg No. OS-001

Report No. 17004/CMRA/A Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

COAL MINING RISK ASSESSMENT REPORT

HAYFIELD ROAD, NEW MILLS, DERBYSHIRE.

1.0 INTRODUCTION

1.1 Instructions

1.1.1 We are instructed by Wainhomes (NW) Ltd, Kelburn Court, Daten Park, Birchwood, Warrington, WA3 6UT to carry out a formal coal mining risk assessment to determine possible coal mining risks associated with a site off Hayfield Road, New Mills, Derbyshire. We understand that the site is to be developed in a residential manner utilising traditional residential properties. This risk assessment has been prepared in support of a planning application to develop the site in a residential manner.

1.2 Objectives

1.2.1 This CMRA has been carried out in accordance with the principal recommendations presented in the Coal Authority Coal Mining Risk Assessment Template (January 2011). This report represents a desk study approach to consider publically and readily available information regarding the geology of the site and the likelihood of coal mining operations having taken place within influencing distance of the site in the past.

1.2.2 Where results of the desk study suggest possible coal mining operations or where insufficient corroborative data is available to confirm the site is free from mining influences recommendations are to be made regarding investigations which may be required to positively determine the long term coal mining stability of the site.

1.3 Sources Of Information

1.3.1 This report has been prepared using information from the following sources:-

 Online British Geological Survey maps and data;  Geological Survey of England and Wales 1:50,000 series sheet 99 Chapel on le Frith dated 1987;  Coal Authority Mining Report dated 9th January 2017;  Coal Authority interactive map viewer;  British Geological Survey online borehole records;  Google Earth aerial imagery.

1.4 Development Proposals

1.4.1 At the time of preparation of this report details of the formal proposed site layout plan for the residential development was unavailable. We understand however that the whole of the site area is to be subject to a programme of traditional residential development comprising of a combination of detached, semi-detached and mews type properties which are of a traditional construction. It is therefore anticipated that the whole of the development area will be subject to re-development and no significant portions of the site are to be set aside as open space.

1.4.2 It is acknowledged that the development proposals for this site may be amended as a result of local planning and commercial requirements. It is however anticipated that the recommendations made within this report will apply to this site regardless of the types of development which are subsequently proposed.

Report No. 17004/CMRA/A Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

Variations within the proposals may result in variations of the recommendations regarding further intrusive works etc.

1.5 Limitations Of The Report

1.5.1 This report is a desk study report which has been prepared using readily available information in accordance with the project stage requirements, budget and time scales. The opinions expressed in this report and the comments and recommendations given are based upon the information obtained from the desk assessment.

1.5.2 The information, views and conclusions drawn concerning the site are based in part on information supplied to Robert E Fry & Associates Ltd (REFA) by other parties. REFA has proceeded in good faith on the assumption that this information is accurate. REFA cannot and does not guarantee the authenticity or reliability of third party information it has relied on. REFA accepts no liability for any inaccurate conclusions, assumptions or actions taken resulting from any inaccurate information supplied to REFA from others.

1.5.3 The copyright of this report (including its electronic form) shall remain vested in REFA but the client shall have a license to copy and use the document for the purpose for which it was provided. REFA shall not be liable for the use by any persons of the document for any purpose other than that for which the same was provided by REFA. Any persons so using or relying upon this document for such other purposes do so at their own risk. This document shall not be reproduced in whole or in part or relied upon by third parties for any use whatsoever without the express written authority of REFA.

2.0 THE SITE

2.1 Location

2.1.1 The site is approximately rectangular in shape and extends to an area of some 3.7 hectares. The centre of the site is situated at approximate National Grid Reference SK 01090 86546 within a predominately mixed agricultural/residential area. Its location is shown in figure 1 below.

Figure 1 - Site Location

Report No. 17004/CMRA/A Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

2.2 Coal Authority Report

2.2.1 A non-residential mining report has been prepared for the site by the Coal Authority and a copy of this report is appended to this risk assessment for reference. The Coal Authority has confirmed that they hold no records of any coal mining activity which may affect the site in the future.

2.2.2 The Coal Authority have however advised that the site lies within an area where they believe that coal may be at or close to the surface. It is possible that this coal may have been worked at some period in the past though the Coal Authority does not hold any formal records of such workings. The Coal Authority have further advised that the potential presence of coal workings at shallow depth below the site should be considered prior to any site works or future development activity.

2.2.3 The Coal Authority have further advised that if development proposals are being considered, technical advice relating to both the investigation of coal and former coal mines and their treatment should be obtained before beginning work on site. All proposals should apply good engineering practice developed for mining areas. No developments should be undertaken that intersects, disturbs or interferes with any coal or mines of coal without the permission of the Coal Authority. Further advice is given with regard to the possible generation and migration of toxic and explosive gases which may pose a potential hazard to the site, its future development and any adjoining properties.

2.3 Geology

2.3.1 The report prepared by the Coal Authority clearly draws attention to the possible presence of coal seams potentially lying at shallow depth within the proximity of the development area. It is therefore necessary to carefully consider the available records regarding the solid geology of the site and in particular records indicating the locations of any coal seams at outcrop of where coal seams may be inferred by other historical data.

2.3.2 Reference to the British Geological Map for this area indicates that the site is underlain by Carboniferous Westphalian (Coal Measures) strata which is recorded to contain coal seams of an economic merit.

2.3.3 The geological map confirms the presence of faulting to the north, south and west of the site suggesting that the site and its immediate vicinity are located within a fault block. The geology is indicated to dip towards the east, potentially at an angle of approximately 12 degrees though this may vary significantly locally. The Rough Rock gritstone is shown to outcrop to the west of the site and it is known that the top of the Rough Rock is marked by a marine band containing gastropod fossils along with a thin coal seam known as the Six Inch Mine. A succession of mudstones, siltstones and shales is then indicated to be present within the central area of the site with the Woodhead Hill Rock or Crashaw Sandstone lying to the east. Within the Woodhead Hill Rock the Yard Mine is indicated to be present at a conjectured outcrop.

2.3.4 The indication of a conjectured outcrop to a coal seam indicates that the position of the outcrop has been determined from assessment of the accessible geological structures within the vicinity. It is therefore likely that the coal seam lies at outcrop within the general vicinity and its exact location is uncertain.

Report No. 17004/CMRA Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

The Yard Mine represents an important economic coal seam within this area and historical records suggest that it has been extensively mined over very wide areas. The position of the outcrop is shown upon the Geological Survey Plan indicated in figure 2 below.

Figure 2 – BGS Data

2.3.5 The position of the yard mine outcrop is indicated to lie immediately adjacent to the eastern corner of the site and based upon the information shown in figure 2 the yard mine will not underlie the site. However the conjectured nature of the outcrop position should be recognised.

2.4 Coal Authority Online Records

2.4.1 The Coal Authority operates an online source of background information regarding potential mining activity. The interactive mapping may be configured to show various elements of coal mining features and a number of these are included within figure 3 below.

2.4.2 Figure 3 has been configured to show the likely outcrop positions of coal seams within the vicinity of the site along with areas where workings are considered likely to have taken place. Figure 3 also indicates the presence of recorded coal mine features which normally relate to access shafts.

Report No. 17004/CMRA Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

Figure 3 – Coal Authority online resource

2.4.3 The Coal Authority online resource indicates the outcrop of a coal seam immediately adjacent to the eastern corner of the site and further suggests that workings within this coal seam are likely to have occurred. Indeed this is further confirmed by the presence of recorded coal mine entries which are situated close to the site upon the opposite side of Hayfield Road.

2.5 BGS Borehole Viewer

2.5.1 Reference to the BGS online resource regarding publically held records of boreholes which have been drilled within the vicinity of the site has confirmed no significant data. The records indicate that boreholes have been drilled generally for water extraction within proximity of the site but it is considered unlikely that the boreholes are located within the fault block associated with the site and as such the boreholes are not representative of the geology which may impact the proposed development.

2.5.2 The borehole records do however suggest that generally within this area the thickness of superficial strata extends to approximately 15m. However, this is approximate only and should be confirmed by on site drilling.

3.0 COAL MINING RISKS

3.1 General Risks

3.1.1 The collapse of relict workings beneath buildings and infrastructure can result in damage to surface structures and features.

3.1.2 Long term consolidation of collapsed relict workings and overlying superficial strata can result in structural defects within surface buildings and infrastructure.

3.1.3 Shallow coal mine workings are often associated with the presence of toxic and explosive gases which may migrate from the workings into confined areas of surface structures.

3.1.4 Unrecorded mine entries can result in the loss of ground at the land surface and impact upon adjacent or overlying surface structures.

Report No. 17004/CMRA Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

3.1.5 Coal seams may be subject to spontaneous combustion with fires developing as a result of the presence of significant moisture and oxygen. In the longer term combustion of coal seams can result in severe instability and hazards resulting from the emission and migration of greater volumes of toxic and explosive gases.

3.2 Coal Mine Workings

3.2.1 Any workings which have been carried out within shallow coal seams are likely to be of a very substantial age. The methods of working adopted within very shallow ancient coal mining operations were normally of a pillar and stall type. This method of working involved the intention of pillars which effectively supported the roof rock during the mining operations. Commonly these pillars were reduced in size as the mine workings were abandoned and working safety became less of a concern.

3.2.2 This type of mining operation has the effect of maintaining open voids within the ground potentially for a very considerable period. General deterioration within the supporting pillars of coal, particularly under the imposed loadings from overlying material ultimately resulting in the collapse of these pillars and associated mine openings. However, this process can extend over a very considerable time period and when collapse does occur such workings can migrate upwards to intercept the ground surface resulting in subsidence and potential damaged surface structures.

3.2.3 Instability associated with shallow coal mine workings is notoriously difficult to predict and the discovery of complete collapse in one locality does not confirm that collapse will have occurred in all other adjacent areas. Where potentially influencing coal seams are identified, investigations and subsequent treatment are likely to be required in accordance with the recommendations laid down in CIRIA Special Publication 32 “Construction over Abandoned Mine workings”.

3.3 Collapse of Shallow Workings

3.3.1 The information currently available to us suggests that the majority of the site area is likely to be underlain by the Six Inch Mine which is associated with the top of the Rough Rock Gritstone. Generally however records within this area suggest that the coal seam, where present, is actually only in the order of some 0.1m – 0.2m in total thickness. The coal seam is also not indicated to be of significant economic merit. It is therefore considered extremely unlikely that any coal mining operations have been carried out specifically within this coal seam.

3.3.2 However, the Six Inch Mine is also referred to as the Pot Clay Coal and in other areas of northern England this coal seam is associated with a substantial fire clay extending to thicknesses in the order of 1.5m - 2.0m. The fire clay is indicated to have a high economic merit and where it is of significant thickness extraction may have taken place. Our appraisal of all available records relating to this coal seam and its fire clay suggests that within this area it is not of economic merit and we presume that it has a significantly reduced thickness. Certainly references within historical geological survey records suggest that within this general locality the fireclay is likely to be only in the order of some 300 – 400mm in thickness and hence does not represent a viable resource. Nevertheless the risks associated with fireclay mining within the western portion of this site are considered to be moderate.

Report No. 17004/CMRA Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

3.3.3 The Yard Mine is shown to lie at conjectured outcrop just beyond the edge of the site at its eastern end. Nevertheless it is important to recognise that the position of the outcrop is approximate only and may be located in a slightly differing position. However, it is likely that if the Yard Mine does underlie the development area it is likely to be confined only to the extreme eastern portion of the site. There is a high probability that workings have been undertaken within the Yard Mine and as such the risk associated with shallow coal mine workings within the Yard Mine is considered to be moderate.

3.4 Consolidation of Relict Workings

3.4.1 Based upon the information currently available to us, there is no information to positively suggest that the site is underlain by shallow coal mining workings. Accordingly the risk associated with consolidation of relict workings is considered to be low.

3.5 Migration of Mine Gases

3.5.1 Should workings be identified within the fireclay to the Six Inch Mine or within the Yard Mine underlying the site, then it is important to recognise that toxic and explosive gases may be present within these workings. The Coal Authority have presented no records of any gas emissions which may impact upon the proposed development. At the present time there is no information to suggest the presence of workings underlying the site and the risk associated with possible migration of mine gases is considered to be low.

3.6 Failure of Mine Entries

3.6.1 There are no coal mine entries indicated to be present within the site area, though if unrecorded workings are present, then it is possible that unrecorded mine entries may also be present. Based upon the information currently available to us, the risk associated with the failure of mine entries is considered to be low.

3.7 Spontaneous Combustion

3.7.1 The Six Inch Mine and the Yard Mine are both not recorded as being susceptible to spontaneous combustion on the Coal Authority data base. Accordingly the risk associated with spontaneous combustion is considered to be low.

4.0 PROPOSED MITIGATION STRATEGY

4.1 Investigation Proposals

4.1.1 This desk study risk assessment has identified a moderate risk of shallow coal and fireclay mine workings being present within two distinct areas of the site. It will therefore be necessary to commission a program of intrusive investigations to determine the geology present and to confirm the presence of the fireclay associated with the Six Inch Mine along with the position of the Yard Mine where they lie below the site.

4.1.2 Investigations should be undertaken principally within the area of the eastern and western portions of the site where we anticipate that a potential risk is present. Reference to the appended drawing indicates the most likely areas requiring investigations.

Report No. 17004/CMRA Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

4.1.3 It is our recommendation that a program of rotary drilling works should be undertaken in both areas of the site with at least two boreholes extending to a depth of 30m below ground level. The investigations should be designed to identify the geology of the site and any impact from mining operations. This drilling work must be undertaken by a suitably experienced specialist drilling contractor who is able to offer the necessary standards of workmanship required in such an undertaking. The works should also be monitored and supervised by an experienced engineer who is able to determine the geological sequence and potential for coal mining activity. All drilling works must be undertaken strictly in accordance with the requirements of the Coal Authority and in conjunction with the recommendations of the Health & Safety Executive and British Drilling Association.

4.1.4 The Coal Authority must also provide specific written consent for the investigation of possible shallow coal mine workings prior to any drilling works being commenced. Where coal mining activity is identified as potentially representing a surface stability hazard, then further stabilisation works may be required. During the works it will also be necessary to monitor the drilling operations to determine the possible generation or migration of explosive and toxic gases which may be associated with coal mine workings.

5.0 CONCLUSIONS

5.1 Recommendations

5.1.1 In conclusion therefore we can advise the following:-

 The site may be potentially underlain by very shallow coal mine workings and possible fireclay workings as identified by the Coal Authority. Such workings may result in instability at the surface.

 Prior to any development works being commenced the site should be subject to a program of intrusive investigations to identify the presence of any shallow coal mining activities.

 The investigations should comprise of two separate phases with works being concentrated at the western portion of the site to identify the fireclay associated with the 6 Inch Mine and a further program of drilling within the eastern portion of the site to identify the potential presence of the Yard Mine.

 Intrusive investigations to determine the presence of coal mining activity must have the written consent of the Coal Authority prior to commencement.

 The drilling works must be carried out in accordance with the recommendations and procedures laid down by the Coal Authority, Health & Safety Executive and British Drilling Association.

Report No. 17004/CMRA Coal Mining Risk Assessment REFA Consulting Engineers Hayfield Road, New Mills, Derbyshire Wainhomes (NW) Ltd

 Upon completion of the intrusive investigations a factual and interpretative report should be prepared confirming the findings of the intrusive investigations and providing recommendations in terms of all ground stabilisation and ground gas precautions which may be required.

Signed for and on behalf of R E FRY & ASSOCIATES LIMITED

R E FRY B Sc (Hons), C Eng.,MI Struct.E.,M.a.P.S.

Report No. 17004/CMRA Coal Mining Risk Assessment REFA Consulting Engineers CON29M Non-Residential Mining Report

LAND OFF DERBY ROAD NEW MILLS HIGH PEAK DERBYSHIRE

Date of enquiry: 09 January 2017 Date enquiry received: 09 January 2017 Issue date: 09 January 2017

Our reference: 51001344098001 Your reference: 109732779_1| 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 LAND OFF DERBY ROAD, NEW MILLS, HIGH PEAK , DERBYSHIRE

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

Has the search report highlighted evidence or potential of

1 Past underground coal mining Yes

2 Present underground coal mining No

3 Future underground coal mining Yes

4 Mine entries Yes

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.

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

However the property is in an area where the Coal Authority believe there is coal at or close to the surface. This coal may have been worked at some time in the past. The potential presence of coal workings at or close to the surface should be considered prior to any site works or future development activity. Your attention is drawn to the Comments on the Coal Authority information section of the report.

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.

There may however be mine entries/additional mine entries in the local area which the Coal Authority has no knowledge of.

© The Coal Authority Page 4 of 9 CON29M Non-Residential Mining Report, reference 51001344098001 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.

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.

© The Coal Authority Page 5 of 9 CON29M Non-Residential Mining Report, reference 51001344098001 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.

15. Information from the Cheshire Brine Subsidence Compensation Board The property lies outside the Cheshire Brine Compensation District.

The Coal Authority own the copyright in this report and the information used is protected by our database right.

In view of the mining circumstances a prudent developer would seek appropriate technical advice before any works are undertaken.

Therefore if development proposals are being considered, technical advice relating to both the investigation of coal and former coal mines and their treatment should be obtained before beginning work on site. All proposals should apply good engineering practice developed for mining areas. No development should be undertaken that intersects, disturbs or interferes with any coal or mines of coal without the permission of the Coal Authority. Developers should be aware that the investigation of coal seams/former mines of coal may have the potential to generate and/or displace underground gases and these risks both under and adjacent to the development should be fully considered in developing any proposals. The need for effective measures to prevent gases entering into public properties either during investigation or after development also needs to be assessed and properly addressed. This is necessary due to the public safety implications of any development in these circumstances.

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.

© The Coal Authority Page 7 of 9 CON29M Non-Residential Mining Report, reference 51001344098001 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.

Key Approximate position of enquiry boundary shown

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

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

96 113

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ST 100 SP POST

HAYFIELD ROAD GV GV CL179.292 MH SP POST 180.0m Consultancy Ltd Suite 109-110, Lovell House, Birchwood Park, Warrington, Cheshire. WA3 6FW Tel: 01925 747615 e-mail: [email protected] Baldwin Project Title: Revision: Drawing No: Drawing: Address: Hayfield Road Drawn: New Mills Location Plan Residential Development Scale: 1:500 CB Ch'd: WH/HRNM/LP/01 GB

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Date 01/09/17 A0 Design