Leeming Bar Utilities Constraints Technical Note

LEEMING BAR UTILITIES CONSTRAINTS TECHNICAL NOTE

CONFIDENTIAL JUNE 2017 LEEMING BAR UTILITIES CONSTRAINTS TECHNICAL NOTE

Confidential

Project no: 70033964 Date: June 2017

WSP Three White Rose Office Park Millshaw Park Lane Leeds, LS11 0DL Tel: +44 (0)1133 956 200 Fax:+44 (0) 1133 956 201 www.wsp.com QUALITY MANAGEMENT

ISSUE/REVISION FIRST ISSUE REVISION 1 REVISION 2 REVISION 3

Remarks Issue Amendments to text and ref to utilities in Leases Road

Date 30.06.2017 06/07/17

Prepared by K. Dunkley P Anastasiadis

Signature

Checked by M Eley M Eley

Signature

Authorised by T Hillas T Hillas

Signature

Project number 70033964

Report number 70033964-TN-001

File reference \\uk.wspgroup.com\central data\Projects\700339xx\70033964 - Leeming Bar Development Sites\Documents\Utilities ii

PRODUCTION TEAM

CLIENT

Hembleton District Council Ian Hopley

WSP

Author Kieran Dunkley

Checker Martin Eley

Approver Trefor Hillas

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential iii

TABLE OF CONTENTS

1 INTRODUCTION ...... 9

2 EXISTING UTILITY PROVISION ...... 10

3 CONSTRAINTS AND OPPORTUNITIES ...... 12

4 CONCLUSION ...... 16

APPENDICES

APPENDIX A SITE LOCATION PLAN APPENDIX B UTILITY RECORD DRAWINGS APPENDIX C COMPOSITE UTILITIES PLAN

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential 9

1 INTRODUCTION 1.1 BRIEF

WSP was appointed by Hambleton District Council to produce a Utilities Constraints Technical Note that identifies existing site utility provision and a high level review of apparent constraints or opportunities associated with future service provision.

1.2 SITE OVERVIEW

The site is located north of Northallerton Road, in Leeming Bar. A site location plan is presented in Appendix A.

The site is bordered to the south by an existing railway line and is bordered by the new A684 bypass to the North.

1.3 DATA COLLECTION

The following information has been used in producing this Technical Note:

Ø Public utility records for the site and surrounding area, obtained from a 3rd party utility search company (see Appendix B). The searches identified the following utility companies have infrastructure within the vicinity of the site:

o Yorkshire Water (Water Supply and Sewerage)

o Northern Powergrid (Electricity Supply)

o Northern Gas Networks (Natural Gas Supply)

o BT Openreach (Telecommunications)

o Vodafone (Telecommunications)

1.4 LIMITATIONS

This report is based on the interpretation and assessment of data provided by third parties.

Whilst every care has been taken to ensure this information is accurate and up-to-date, WSP cannot guarantee the accuracy of third party data, and the findings of this report may change if the data is amended or updated after consultation.

The recommendations made within this report may also be subject to change upon receipt of further consultation responses.

This report provides an interpretation of existing public utility providers and their registered asset infrastructure. No interpretation of private site supplies/services can be undertaken at this time, which should be considered in the future.

We are able to apply some judgement about the likely capacity to service the site (from the provided utility records), however no consultation has been undertaken with service providers regarding the likely upgrading, repairs or reinforcement requirements of the existing supplies to facilitate the future development of the land.

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential 10

2 EXISTING UTILITY PROVISION

The following information is based on the public utility records received from a 3rd party utility search company on the 22nd June 2017 (refer to Appendix B);

The approximate routes of the infrastructure identified below are shown on the composite utilities plan contained in Appendix C of this report and summarised below.

2.2 WATER SUPPLY

2.2.1.1 An up to 4” water main runs south to north along the western boundary of the site, within the Highway of Low Street. This has branches going off into Lowlands Drive and Ashlands Drive, both west of the site.

2.2.1.2 An up to 4” water main runs west to east parallel to the southern boundary of the site, within Northallerton Road.

2.2.1.3 An over 4” water main runs west to east parallel to the southern boundary of the site, within Northallerton Road.

2.2.1.4 An over 4” water main runs north to south along Leases Road to the west of the site.

2.3 SEWERAGE

Yorkshire Water records shows surface water sewers entering the site from the western boundary and continuing through from west to north until out-falling into the existing drain running north to south through the centre of the site. No sizes are given for this sewer.

A surface water sewer lies within Lowlands Drive, west of the site, presumably taking discharge collected from rainfall from the road and surrounding properties. This appears to outfall into a ditch within the western boundary of the site, this will need to be confirmed.

A foul water sewer runs north to south through Lowlands Drive and Ashlands Drive, parallel to the western boundary of the site. These discharge into a sewer in Northallerton Road

There are two combined sewerage overflows (CSOs) within the near vicinity of the site. One is south of Northallerton road, which presumably discharges to the downstream reaches of the drain that runs north to south through the centre of the site. The other is situated just off of Leeming Lane, and this outfalls to Bedale Beck, at the location of Leeming Bridge.

2.4 ELECTRICITY SUPPLY

Several 11kV overhead electric cables run along the western boundary of the site. These branch off to pass over Lowlands Drive and Ashlands Drive, presumably supplying the houses along these roads.

A single 11kV overhead electric cable enters the site north of Lowlands Drive and continues northwards through the site, following the western perimeter before exiting the site towards the north-west corner.

An overhead cable runs along the southern boundary, before branching off away from the site, to then return to the southern perimeter and enter the site to supply Holmfield Farm buildings.

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential 11

2.5 NATURAL GAS SUPPLY

A low pressure gas pipe runs from north to south through Low Street, branching off into Ashlands Drive and Lowlands Drive, presumably supplying the houses in these areas.

A medium pressure gas pipe sits within the entirety of Northallerton Road, travelling west to east, along the southern boundary of the site, never entering the site itself.

A Medium Pressure gas main runs along Leases Road to the west of the site in a North-South direction. There is a MP branch off this pipeline into Conygarth Way, presumably supplying the businesses along here.

There are several low and medium pressure branches coming from the medium pressure gas pipe that runs along Northallerton Road. These branches approach the site at the south-west area but do not enter. These are presumed to be supplying the residences in that area.

2.6 TELECOMMUNICATIONS

BRITISH TELECOMS

Overhead cables start on Low Street below Ashville Farm, and continue south, branching off to supply Lowlands farm with a telecom pole situated within the site boundary, entering from the west.

Overhead cables enter the site from the south-west area from Ashlands Drive, with two poles located within the site boundary.

Underground BT cables run within Northallerton Road, along the southern perimeter of the site.

2.7 OTHER

SABIC

Sabic have a Trans-Pennine Ethylene Pipeline (TPEP) running through the north-west area of the site, entering from the west and exiting through the north boundary. There are no current details regarding this pipeline, either material, size or strategic importance.

Network Rail (Wensleydale Railway)

Aside from the railway that runs along the southern boundary of the site, network rail have identified other utilities that cross the track. There are, however, no additional utilities than have been highlighted in the text above.

We are still waiting on responses from Tata and KPN, therefore we cannot comment on their plant. However, it is likely that some utilities that are associated with the railway may run into the site.

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential 12

3 CONSTRAINTS AND OPPORTUNITIES 3.1 EXISTING SUPPLIES

Records provided by utility companies show that the development has the potential to significantly benefit from the existing utility supplies. The following comments are, however, subject to further consultation with the utility providers to establish whether these supplies remain live and what capacity they would have to supply the development on the sites. Furthermore the loading requirements described in table 1 for each utility service are based on typical business development rates and do not include for any heavy industrial usage or wet industry.

WATER SUPPLY

3.1.2.1 There are water mains, above 4”, that run through the entirety of Northallerton road, which is south of the site, and Leases Road to the west of the site. Water mains, up to 4”, run through the entirety of Northallerton Road and Low St, which is west of the site. These pipes are presumed to be supplying the houses surrounding the site and it would be reasonable to expect that they could be utilised for future development. However, further consultation will be required with Yorkshire Water to establish available supply capacity to the site and, depending on the type of proposed development, what reinforcement will be required to supply the infrastructure.

3.1.2.2 Any supply from water mains south of the site would need to pass under the railway and hence would require permissions and monitoring on installation. However, taking the water supply from Leases Road either via the new link road or via the by-pass is likely to be easier and more cost effective.

SEWERAGE

3.1.3.1 An existing drain enters the site from the north and runs vertically through the centre, to exit from the south. It is reasonable to expect that this could be utilised for out-falling the surface water from the future development, and has already been factored into the masterplan. Yorkshire Water and the relevant IDB must be consulted to establish whether this is a viable possibility and what constraints they might have. The WSP “Flood Risk Assessment and Drainage Strategy” document deals in more detail with the surface water discharge options for the site.

3.1.3.2 A surface water sewer enters the site from the south, to join the existing drain. However, further consultation will be required with Yorkshire Water to establish whether this sewer can be utilised by the development. This sewer may need to be diverted to avoid clashing with the development.

3.1.3.3 A foul water sewer has a short run on the outside of the western perimeter, presumably to collect from properties on Lowlands Drive and Ashlands Drive. It would be reasonable to expect that this could be utilised for future development. . However, it is understood that the existing foul sewage system is at or nearing capacity, information from the expansion of the existing industrial estate indicated it was the capacity of the downstream waste water treatment works which was the limiting factor. However, at the next stage of the scheme the capacity of the pipes would also need to be assessed to ensure sufficient capacity is available.

3.1.3.4 Should it not be feasible to discharge to this part of the foul sewer system then a new connection will be required to the nearest suitable point on the system. Consultation with the railway would be required should this connection be required to pass underneath the tracks. Any new connection sewer may also need to be requisitioned from YW should it be located outside of the boundary of the development and pass through third party land. YW may require a contribution from the developer for this work, though the level of this will be dependent on the future income they receive from the units on the site.

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential 13

ELECTRICITY SUPPLY

3.1.4.1 There is an 11kV cable running through the site, entering from the north-west area and continuing southwards before exiting near Lowlands Drive. These cables provide potential opportunity to supply the development. However, further consultation with Northern Power Grid will be required to establish available supply capacity to the site. This is the likely source of power for the site due to its location, however, to enable power to be provided to the site 3 substaions are likely to be required (based on 1 substation for every 1000KVA required). Although this is based on standard uses and any intensive users my result in further infrastructure being required.

3.1.4.2 An 11kV cable supplies Holmfield Farm to the south-east of the site. These cables provide potential opportunity to supply the development. However, further consultation with Northern Power Grid will be required to establish available supply capacity to the site. Also, consultation with the railway would be required should a cable need to be laid underneath or over the existing line.

NATURAL GAS SUPPLY

3.1.5.1 A Medium Pressure 6” SI gas main runs along Leases Road to the west of the site. This pipeline provides a potential opportunity to supply the site should access be taken from Leases Road or a new pipe could be provided along the bypass if a new access is provided to the north of the site.

3.1.5.2 A Medium Pressure 355mm pipeline runs throughout the entirety of Northallerton Road, to the south of the site. This pipeline provides potential opportunity to supply the development.

3.1.5.3 A Low Pressure 63mm pipeline runs within Lowlands Drive and Ashlands Drive. This pipeline does not enter the site but provides potential opportunity to supply the development.

3.1.5.4 Further consultation with Northern Gas Networks will be required to establish available supply capacity to the site. Also, consultation with the railway would be required should a pipeline need to be laid underneath the existing line.

TELECOMMUNICATIONS

3.1.6.1 BT records indicate that there are existing supplies to the west and southern areas of the site, and there are two poles within the site boundary, at the south-west area. These cables provide potential opportunity to supply the development. However, further consultation with British Telecom will be required to establish available supply capacity to this site.

OTHER

3.1.7.1 Sabic records indicate that a TPEP runs through the site, entering from the west and exiting through the north boundary. Further consultation with Sabic will be required to find the exact location of this pipeline and determine the required constraints involving this pipeline. At this stage the masterplan has been designed to avoid this pipeline to avoid any unnecessary diversion costs.

This section identifies that the exact capacity constraints need to be discuss with the service provider. At this stage of a study the service providers don’t enter into such discussions until a site layout plan is known and the demand for each unit can be identified. Based on the assessments we have undertaken and size of services the initial conclusion is to service the site from the facilities currently available on Leases Road

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential 14

3.2 CONSTRAINTS AND DIVERSION REQUIREMENTS

Utilities providers’ records show that the majority of the infrastructure is running outside and along the site boundaries. Therefore it is anticipated that there will be no or very limited diversions required. However this depends on the final layout of the proposed development and the requirements or restrictions associated with particular utilities companies.

SEWERAGE

3.2.2.1 The surface water sewer entering through the western boundary and connecting with the existing drain on site appears to run through the proposed development on the masterplan. The exact location of this sewer must be identified as it may need to be diverted if it is within 3 metres of any proposed building.

3.2.2.2 The surface water sewer in Lowlands Drive discharges to an open drain on the western side of the development site and this flows through the area to the main ditch running through the site. This drain is currently unaffected by any proposed plots but should this change then it may need to be culverted and diverted.

3.2.2.3 The impact of extra flow (trade effluent and foul) on the Waste Water Treatment Works (WwTW) will also need to be taken into account. As there are a number of sites currently listed in the local plan in the vicinity of the treatment works then Yorkshire Water should have made reasonable plans to increase the capacity of the WwTW in order to accept future flows. Liaison with YW will be required to see if any uprating of the treatment facility has been undertaken or if it is expected to be undertaken in upcoming Asset Management Plan (AMP) periods. Normally this will not involve a contribution from the developer as long as the development is within the local plan.

3.2.2.4 YW will also need to be consulted to assess the impact of any additional flows on the CSOs upstream of the WwTW. The increase in foul flows could be detrimental to the operation of the CSOs and may lead to pollution of the receiving watercourses should the overflows spill prematurely. Therefore, an assessment will be required of the current and future operation of the CSOs and if any rehabilitation works will be required. Liaison with YW will be required to ascertain if a contribution from the developer would be required for this assessment and any mitigation work that comes from that. This may be part of the connection requisition works discussed earlier.

ELECTRICITY SUPPLY

3.2.3.1 An overhead 11kV electric cable runs through the west area of the site, north to south. The masterplan shows that this will be affected by the development, so the exact locations of this cable must be identified as it will need to be diverted. This could be diverted around the site underground and may need a junction box installed to facilitate this. Alternatively, the cable can be diverted via further overhead poles located around the development, however this may restrict any access that would be planned for this area.

TELECOMMUNICATIONS

BRITISH TELECOMMUNICATIONS

3.2.4.1 A short overhead cable enters the site through the west boundary, to supply an existing residence. There is a distribution pole on the site for this cable, and the exact locations of the cables and this pole must be identified as it may need to be diverted or abandoned.

3.2.4.2 An overhead cable enters the site from Ashlands Drive and continues south until stopping within the site, with two telecom poles located within the site boundary. The exact locations and supply of these cables and poles must be identified as it will most likely need diverting or abandoning.

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential 15

OTHER

SABIC

3.2.5.1 A Sabic TPEP is shown running through the site. Further consultation with Sabic will be required for the exact location of this and any constraints that they have for their pipelines as it may need diverting/protecting.

We are still waiting on responses from Tata and KPN, so cannot comment on their plant. However, it is likely that if any of their utilities are present within the site boundary then they will have constraints and may need diverting/protecting.

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential Table 1 - Estimated Utility Loadings for Commercial Units

Unit No. & Unit Size based on Leeming Bar Masterplan - Development Schedule (on 30/06/2017)

Electricity Supply Water Supply Gas Supply Trade Effluent Foul Flow

Sewers for Estimated Total Sewers for Unit No. Unit Size (m2) Unit Size (sq. ft.) Estimated Rate Estimated Total flow rate Estimated Rate Hourly Load Annual Load Adoption, Peak Load required Adoption, Peak Flow (l/s) Flow (l/s) (kW per sq. ft.) required (l/sec) (kW per sq. ft.) Required (kWH) Required (kWH) flow rate (kW) flow rate (l/s/ha) (l/s/ha)

1 5574 59998 0.004 240 0.35 0.0037 222 1944654 0.75 0.42 0.6 0.33

2 4645 49998 0.004 200 0.35 0.0037 185 1620545 0.75 0.35 0.6 0.28

3 2787 29999 0.004 120 0.35 0.0037 111 972327 0.75 0.21 0.6 0.17

4 1858 19999 0.004 80 0.35 0.0037 74 648218 0.75 0.14 0.6 0.11

5 2787 29999 0.004 120 0.35 0.0037 111 972327 0.75 0.21 0.6 0.17

6 2787 29999 0.004 120 0.35 0.0037 111 972327 0.75 0.21 0.6 0.17

7 2787 29999 0.004 120 0.35 0.0037 111 972327 0.75 0.21 0.6 0.17

8 2787 29999 0.004 120 0.35 0.0037 111 972327 0.75 0.21 0.6 0.17

9 929 10000 0.004 40 0.35 0.0037 37 324109 0.75 0.07 0.6 0.06

10 4645 49998 0.004 200 0.35 0.0037 185 1620545 0.75 0.35 0.6 0.28

11 4645 49998 0.004 200 0.35 0.0037 185 1620545 0.75 0.35 0.6 0.28

12 9088 97822 0.004 391 0.35 0.0037 362 3170617 0.75 0.68 0.6 0.55

13 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

14 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

15 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

16 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

17 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

18 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

19 2323 25005 0.004 100 0.35 0.0037 93 810447 0.75 0.17 0.6 0.14

20 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

21 1394 15005 0.004 60 0.35 0.0037 56 486338 0.75 0.10 0.6 0.08

22 929 10000 0.004 40 0.35 0.0037 37 324109 0.75 0.07 0.6 0.06

23 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

24 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

25 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

26 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

27 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

28 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

29 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

30 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

31 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

32 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

33 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

34 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

35 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

36 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

37 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

38 417 4485 0.004 18 0.35 0.0037 17 145361 0.75 0.03 0.6 0.02

39 455 4900 0.004 20 0.35 0.0037 18 158813 0.75 0.03 0.6 0.03

40 455 4900 0.004 20 0.35 0.0037 18 158813 0.75 0.03 0.6 0.03

41 455 4898 0.004 20 0.35 0.0037 18 158740 0.75 0.03 0.6 0.03

Total 67,755 729,306 2,917 14.35 2,698 23,638,270 5.08 4.07

Kellingley Colliery Comparison Unit Size & Loading 1,548,500 6194 5729 50,189,982 (Percentage Difference) 0.47 0.47 1.51 0.47 0.47 Kellingley New Supply £900,000 Not Available £165,367 Budget Costs

Leeds Road, Mirfield Comparison Unit Size & Loading 185,500 (Percentage Difference) 3.93 3.93 Mirfield New Supply Budget 25,000 £165,367 Costs

Pro-rated for Leeming Bar £423,878 £98,289 £77,890

Note: This cost excludes the re- payment that would be made to the developer by YW at adoption of water mains - to account for monies generated by YW from new water bills

These costs are purely based on pro-rating the new supply cost from similar schemes, there has been no assessment of the proposed site layout or where existing utility networks are located · These costs do not include any allowance for any off-site reinforcement works (i.e. its assumed that there is sufficient capacity in the existing utility networks to supply the site) · These costs assume there will be a suitable point on the boundary of the site to connect onto the existing utility networks – i.e. significant lengths of new pipes/cables/mains do not need to be laid off-site in order to serve the development · These costs do not allow for any abnormal or process/industrial loads being required by any of the eventual commercial units – costs are based on suppling basis ‘domestic’ supplies for amenity facilities (kitchens, toilets etc.) only · In order to get a proper understanding of the likely cost for supplying the site, C3 budget cost estimates should be obtained from Yorkshire Water (Potable Water), Northern Powergrid (Electricity) and Northern Gas Network (Natural Gas) as they will consider the likely impact of the development on the local network 16

4 CONCLUSION

The majority of the existing main utilities are located outside of the site boundary, so costly diversions should mostly be avoided in this area. However, for those services that do enter the site the required easements or diversions will need to be determined with the relevant utility companies.

The Sabic pipeline that runs across the north-west area of the site will need further investigation regarding the pipeline, the strategic importance and any constraints that will be imposed. The masterplan shows that it will affect some of the plots and hence the plan may need to be revised to avoid any costly protection or diversion works.

It is understood that the main access is expected to be taken from a new junction to the north of the site from the new bypass. However, an alternative access is also proposed from Leases Road. Either access will allow the main services to be taken from Leases Road as this will not provide significant difficulties in installation works. However, should there be a need to take connections from the existing utilities in Northallerton Road, then the cables/pipes may have to be run above or below the railway line. If this is the case then it would require permissions by the railway owner and possibly require monitoring on installation to ensure there is no movement of the tracks.

It may be expected that the new A684 by-pass also contains utilities for street lighting, signalling, etc. However, the records received from utility suppliers to date do not show any reference to this road. Hence, we have not been able to comment on utilities in this location. However, should any access to the site be constructed onto this road then further surveys and analysis will be required to ascertain the extent of utilities in this area.

Leeming Bar WSP Hambleton District Council Project No 70033964 June 2017 Confidential Appendix A

SITE LOCATION PLAN 52T 52T )&/ 52T )&/ 52T )&/ 52T

c WSP Group Ltd Appendix B

UTILITY RECORD DRAWINGS LNX1-ANGDNJ Received:19 June 2017 Completed:19 June 2017

YORKSHIRE WATER PROTECTION OF MAINS AND SERVICES

1. The position of Yorkshire Water Services Ltd (YWS) apparatus shown on the existing mains record drawing(s) indicates the general position and nature of our apparatus and the accuracy of this information cannot be guaranteed. Any damage to YWS apparatus as a result of your works may have serious consequences and you will be held responsible for all costs incurred. Prior to commencing major works, the exact location of apparatus must be determined on site, if necessary by excavating trial holes. The actual position of such apparatus and that of service pipes which have not been indicated must be established on site by contacting the Customer Helpline on 0845 124 24 24 for both water and sewerage.

2. The public sewer and water network is lawfully retained in its existing position and the sewerage and water undertaker is entitled to have it remain so without any disturbance. The provisions of section 159 of the Water Industry Act 1991 provides that the undertaker may "inspect, maintain, adjust, repair or alter" the network. Those rights are given to enable the undertaker to perform its statutory duties. Any development of the land or any other action that unacceptably hindered the exercise of those rights would be unlawful. The provisions contained in Section 185 of the Water Industry Act 1991 state that where it is reasonable to do so, a person may require the water supply undertaker to alter or remove a pipe where it is necessary to enable that person to carry out a proposed change of use of the land. The provisions contained in Section 185 also require the person making the request to pay the full cost of carrying out the necessary works.

3. Ground levels over existing YWS apparatus are to be maintained. Sewers in highways will generally be laid to give 1200mm of cover from finished ground level working to kerb races, other permanent identification of the limits of the road or to an agreed line and level. Substantial increases or decreases to this 1200mm depth of cover will result in the sewer being re-laid at your expense. Water mains and services will generally be laid with a minimum of 750mm depth of cover however some mains and services usually those installed over 50 years ago may have less ground cover.

4. If surface levels are to be decreased / increased significantly the effects on existing water supply apparatus will be carefully considered and if any alterations are necessary, the costs of the alterations will be recharged to you in full. Outlets on fire hydrants must be no more than 300mm below the new levels and all surface boxes must be adjusted as part of the scheme.

5. To enable future repair works to be carried out without hindrance; any pipe, cable, duct, etc. installed parallel to a water main or service pipe should not be installed directly over or within 300mm of a water main or service pipe or 1000mm of a waste water asset. Where o a pipe, cable, duct, etc. crosses a main or service it should preferably cross perpendicular or at an angle of no less than 45 and with a minimum clearance of 150mm. These requirements apply to activities within an existing highway and are relevant to the installation of pipes, cables, ducts, etc. up to and including 250mm in diameter (see illustration below ). Necessary protection measures for installations greater than 250mm in diameter and/or in private land will need to be agreed on an individual basis. Installations within a new development site must comply with the National Joint Utilities Group publication Volume 2: NJUG Guidelines On The Positioning Of Underground Utilities Apparatus For New Development Sites.

6. All excavation works near to YW apparatus should be by hand digging only.

7. Backfilling with a suitable material to a minimum 300mm above YW apparatus is required.

8. Adequate support must be provided where any works pass under YW apparatus.

9. Jointing chambers, lighting columns and other structures must be installed in such a way that future repair or maintenance works to YW apparatus will not be hindered.

10. Apparatus such as; railings, sign posts, etc. must not be placed in such a way that they prevent access to or full operation of controlling valves, hydrants or similar apparatus. YWS surface boxes must not be covered or buried. Any adjustment, alteration or replacement of manhole covers must be agreed on site prior to the commencement of the works with a YWS Inspector who may be contacted via our Call Centre on 0845 124 24 24.

11. Explosives shall not be used within 100 metres of any Yorkshire Water Services apparatus or installations.

12. Vibrating plant should not be used directly over any apparatus. Movement or operation by vehicles or heavy plant is not to be permitted in the immediate vicinity of YWS plant or apparatus unless there has been prior consultation and, if necessary, adequate protection provided without cost to YWS.

13. Under no circumstances should thrust boring or similar trenchless techniques commence until the actual position of the Company's mains/services along the proposed route have been confirmed by trial holes.

14. Any alterations to the highway should be notified following the procedures outlined in the New Road and Street Works Act 1991 Code of Practice; Measures Necessary Where Apparatus Is Affected By Major Works (Diversionary Works).

<1> LNX1-ANGDNJ Received:19 June 2017 Completed:19 June 2017

15. You will be held responsible for any damage or loss to YWS apparatus during and after completion of work, caused by yourselves, your servant or agent. Any damage caused or observed to YWS plant or apparatus should be immediately reported to YWS. Should YW incur any costs as a result of non-compliance with the above, all costs will be rechargeable in full.

16. You should ensure that nothing is done on the site to prejudice the safety or operation of YWS employees, plant or apparatus.

17. In accordance with the New Roads and Street Works Act 1991, Chapter 22, Part 3, Section 80. The location of any identified YW asset “ which is not marked, or is wrongly marked, on the records made available ” should be communicated back to Yorkshire Water. The location of the apparatus should be identified on copies of the supplied plans which should be returned to Yorkshire Water (Asset Records Team) with photographic supporting evidence where possible .

18. The Government has decided that responsibility for private sewers serving two or more properties and lateral drains (the section of pipe beyond the boundary of a single property, connecting it to the public sewer) will be transferred to the water companies on Oct 1 2011. Private pumping stations will also transfer during the period 1 October 2011 – 1 Oct 2016. Records of these assets may not yet be shown on the existing mains record drawing(s). If you encounter any of these assets you must inform Yorkshire Water Services Ltd (YWS).

19. Please note that the information supplied on the enclosed plans is reproduced from Ordnance Survey material with the permission of the Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office, © Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. Licence Number 1000019559.

20. This information is for guidance only and the position and depth of any YW apparatus is approximate only. Likewise, the nature and condition of any YW apparatus cannot be guaranteed. YW has no responsibility for recording the locations of privately owned apparatus. As of 1 October 2011, there may be some lateral drains and/or public sewers which are not documented on YW records but may still be present. For the avoidance of doubt, this information is not a substitute for appropriate professional and/or legal advice. YW accepts no responsibility for any inaccuracy or omissions in this information. The actual position of YW apparatus must be determined on site by excavating trail holes by hand. YW requires a minimum of two working days’ written notice of the intention to excavate any trial holes before any excavation can be undertaken. If there are any queries in this respect please contact Yorkshire Water on 0845 124 24 24.

<2> LNX1-ANGDNJ Received:19 June 2017 Completed:19 June 2017

<3> NS

427275 : 489246 Map Name : SE2789SE Title Partial Key This plan is furnished as a general guide only and no warranty as to its correctness is given or implied. This plan must not be relied upon in the event of excavations or other works made in the Yorkshire Water, Notes Foul Sewer = F vicinity of public sewers. No house or property connections are Combined Sewer = C shown. PO Box 500, Surface Water Sewer = SW Halifax Road, Trade Sewer = TD Bradford BD6 2LZ Partially Separate = PS Contact Name : (Ody) COPYRIGHT STATEMENTS: Reproduced by permission of Ordnance Survey on behalf of HMSO © Crown copyright and database 2014. All rights reserved Ordnance Survey Licence number 100022432 Search Advisor L MULLOCK Date Req : 19/06/2017, 14:11:35 Date Gen : 19/06/2017, 14:11:36

Contact Tel : 75 4506 Source : Sewer Network Enquiry

UPN: Undefined Originator: L MULLOCK, Safe-Move, 75 4506 plan are plan hould be hould 14:12:06 The position and depths of apparatus shown on this this on shown apparatus of depths and s depths position The and positions exact The only. approximate holes. trial excavation by obtained Scale : Scale : No Maris 1:10000 Partial Key Partial diameter in 4'' to up mains Water diameter in 4'' over mains Water mains water Raw mains water Private Drg No : No Drg : Req Date : Source 14:12:05 19/06/2017, Enquiry Network Water : Gen Date 19/06/2017, n of Ordnance Survey on behalf of HMSO of behalf on Survey Ordnance of n erved Ordnance Survey Licence number 100022432 number Licence Survey Ordnance erved Title Notes (Ody) COPYRIGHT STATEMENTS: Reproduced by permissio by Reproduced STATEMENTS: COPYRIGHT (Ody) © Crown copyright and database 2014. All rights res rights All 2014. database and copyright Crown © 4506

Yorkshire Water, Yorkshire 500, Box PO Road, Halifax 2LZ BD6 Bradford : Name Contact MULLOCK L Advisor Search : Tel Contact 4506 75

R P

PRIVATE

I R P

P 427275 : 489246 : 427275 SE2789SE : Name Map UPN: UPN: Undefined Originator: 75 Safe-Move, MULLOCK, L

Title: Leeming Bar Scale: 1:5000 User ID: G Paterson This plan shows those pipes owned by Northern Gas Networks or the relevant Gas Distribution Network in their roles as Licensed Gas Transporters (GT). Gas pipes owned by other GTs, or otherwise privately owned, Date: 22/06/2017 may be present in this area. Information with regard to such pipes should be obtained from the relevant owners. The information shown on this plan is given without warranty, the accuracy thereof cannot be guaranteed. Service pipes, valves, syphons, stub connections, etc. are not shown but their presence should be anticipated. No liability of any kind whatsoever is accepted by Northern Gas Networks, the relevant Gas Distribution Grid Ref: 428935,490491 Network, or their agents, servants or contractors for any error or omission. Safe digging practices, in accordance with HS(G)47, must be used to verify and establish the actual position of mains, pipes, services and This plan is reproduced or based on the other apparatus on site before any mechanical plant is used. It is your responsibility to ensure that this information is provided to all persons (either direct labour or contractors) working for you on or near gas apparatus. OS map by Northern Gas Networks, with Internal Use Only The information included on this plan should not be referred to beyond a period of 28 days from the date of issue. the sanction of the controller of HM Stationary Office. Crown Copyright Reserved. Scale in metres

Underground Services Team National Records Centre Audax Road YORK NRSWA Asset Enquiries YO30 4US Tel:

Date: 23 June 2017

Your Reference 2017_16641 Our Reference: LNE167696 RP7

Dear NRSWA, Re: Underground Services Search: **OP** Leeming Bar Please find information available as per the checklist. The information contained herein is based on Network Rail’s records and, where appropriate, third parties such as utility companies. The search enclosed does not cover a search of local council records. Also, schematic Signal and Telecom (S&T) cables plans are not provided as part of the search results, therefore you must assume S&T cables are present until proven otherwise.

Although at the date of this letter the information is as up to date as possible, it is NOT a statement of validity, accuracy or completeness as to any of the enclosed search information and must not be relied on as such.

Your risk assessment MUST take into account: That the information supplied, including the services shown on the map from the Rail Infrastructure Network Model (RINM), does not provide any guarantee as to the accuracy of the actual location of services on site and MUST be considered as for guidance purposes only.

That new/unrecorded services are likely to be present

That the enclosed Underground Services search information has been collated only for the ELR and Mileage boundaries as stated on the original request form

Included in your underground services search is a list of local engineers and managers you MUST contact before any ground disturbance is carried out, to check whether further information is held locally.

Further guidance can be obtained from the Health and Safety Executive publication HSG47 “Avoiding Danger from Underground Services” and the Network Rail Publication NR/L2/INI/CP1030.

Should you become aware of any additional underground services or assets within the locality during your investigations and/or works, including redundant assets, please identify them as a matter of urgency to the site manager. Records of the location of these assets should be kept for onward transmission and entry into the Hazard Directory. Yours sincerely

Richard Purser Distribution Administrator

Network Rail Infrastructure Ltd. Registered Office 2nd Floor, One Eversholt Street, London, NW1 2DN Registered in England and Wales No. 2904587 www.networkrail.co.uk UNDERGROUND SERVICES INFORMATION CHECKLIST

YOUR REF 2017_16641 OUR REF LNE167696 LOCATION **OP** Leeming Bar ELR REB2 MILEAGE FROM 4.1620 MILEAGE TO 5.1420

Utility Company/Internal Source Category Enc Notes Site Map GIS Systems Yes Hazard Directory Hazard Yes Civils LNE NRG Yes eBrowser NRG No NIL RETURN - see below

NIL RETURN: After interrogating the information made available to us, no records containing underground services information have been returned for this worksite. However, reference must be made to the guidelines supplied with this underground services search, which contain important information on safe working practices. Upon receipt can you please check that the information provided agrees with this listing and if there are any discrepancies please contact the Underground Services Team at: National Records Centre, Audax Road, York. YO30 4GS [email protected] Checklist printed on: 23/06/17 Please note that this map is not suitable for legally binding documents. If you require a map for a legally binding document, please contact the land information team: [email protected]

160 Meters

COPYRIGHTS This product includes map data licensed from Ordnance Survey. © Crown copyright and database rights 2015 Ordnance Survey 0100040692. © Local Government Information House Limited copyright and database rights 2015 Ordnance Survey 0100040692. Contains British Geological Survey materials © NERC 2015 The Five Mile Line diagrams are copyright of Waterman Civils and must not be passed to any third party.

Legend LNE167696

Station (Source: OPAS) Freehold Ownership

Station Category A Leasehold Ownership Leeming Bar

Station Category B Prohibitive Interest Station Category C Bridge (Rail over Rail) Scale 1 : 5,000 Station Category D Bridge (Rail over River)

Station Category E Bridge (Rail over Road)

Station Category F Bridge (Road over Rail) Plot Date 22/06/17 14:27

Tunnel Bore Level Crossing Measure Lines Tunnel Printed By Track Link

Historic Cable Route Output created from GeoRINM Viewer Company Ownership Please note that this map is not suitable for legally binding documents. If you require a map for a legally binding document, please contact the land information team: [email protected]

80 Meters

Legend LNE167696

Tunnel Bore Structure, Triangulation Point Or Pillar Company Ownership General Feature Edge Mean High Water Track Link Terrain And Height, Spot Height Freehold Ownership Leeming Bar General Feature Mean High Water Points Leasehold Ownership Symbols General Feature Underground Mean Low Water General Feature, Positioned Prohibitive Interest Bench Mark Top of Slope Coniferous Tree Mean Low Water Scale 1 : 2,500 General Feature, Positioned Bridge (Rail over Rail) Boundary Half Mereing Top of Slope Nonconiferous Tree Boundaries Height Control, Bench Mark Direction of Flow Bridge (Rail over River) Bottom of Slope Political Or Administrative, County Historic Interest, Structure Switch Bridge (Rail over Road) 22/06/17 14:29 Bottom of Slope Political Or Administrative, District Plot Date Inland Water, Culvert Road Related Flow Bridge (Road over Rail) Narrow Gauge Railway Political Or Administrative, Electoral Political Or Administrative, Boundary Level Crossing Line Features Standard Gauge Railway Post Or Stone Political Or Administrative, Parish Printed By Rail, Structure Building Tunnel Overhead Construction Political Or Administrative, Parliamentary Roadside, Structure Building Validate General Feature Historic Cable Route Output created from GeoRINM Viewer Structure, Building Overhead Rail Please note that this map is not suitable for legally binding documents. If you require a map for a legally binding document, please contact the land information team: [email protected]

80 Meters

Legend LNE167696

Tunnel Bore Structure, Triangulation Point Or Pillar Company Ownership General Feature Edge Mean High Water Track Link Terrain And Height, Spot Height Freehold Ownership Leeming Bar General Feature Mean High Water Points Leasehold Ownership Symbols General Feature Underground Mean Low Water General Feature, Positioned Prohibitive Interest Bench Mark Top of Slope Coniferous Tree Mean Low Water Scale 1 : 2,500 General Feature, Positioned Bridge (Rail over Rail) Boundary Half Mereing Top of Slope Nonconiferous Tree Boundaries Height Control, Bench Mark Direction of Flow Bridge (Rail over River) Bottom of Slope Political Or Administrative, County Historic Interest, Structure Switch Bridge (Rail over Road) 22/06/17 14:30 Bottom of Slope Political Or Administrative, District Plot Date Inland Water, Culvert Road Related Flow Bridge (Road over Rail) Narrow Gauge Railway Political Or Administrative, Electoral Political Or Administrative, Boundary Level Crossing Line Features Standard Gauge Railway Post Or Stone Political Or Administrative, Parish Printed By Rail, Structure Building Tunnel Overhead Construction Political Or Administrative, Parliamentary Roadside, Structure Building Validate General Feature Historic Cable Route Output created from GeoRINM Viewer Structure, Building Overhead Rail Network Rail National Hazard Directory | Reports Page 1 of 2

National Hazard Directory Customised Report Search Criteria: ELR(s) = REB2; Mileage From = 4.1620; Mileage To = 5.1420 Date: 22/06/2017 16 Hazards found. ELR ELR Name Mileage Mileage Hazard Hazard Local Name Track ID Free Text From To Code Description

REB2 CASTLE HILLS 5.0160 5.0160 HSL Hazard LEEMING Stone & Brick Culvert. RT INNER JN - Associated BAR DP Document: LDS34. REDMIRE With Culvert (TARMAC)

REB2 CASTLE HILLS 5.0770 5.0770 HSL Hazard LEEMING Stone & Brick Culvert. RT INNER JN - Associated BAR DP Document: LDS34. REDMIRE With Culvert (TARMAC)

REB2 CASTLE HILLS 5.0990 5.0990 HSL Hazard LEEMING Stone & Brick Culvert. RT INNER JN - Associated BAR DP Document: LDS34. REDMIRE With Culvert (TARMAC)

REB2 CASTLE HILLS 5.1160 5.1160 HBF Buried Foul Sewage. RT Document: RTP LP INNER JN - Water Service NO.543. ACROSS TRACKS REDMIRE M.6081 OLD PROP MISC REF (TARMAC)

REB2 CASTLE HILLS 5.1200 5.1200 HSL Hazard LEEMING Stone & Brick Culvert. RT INNER JN - Associated BAR DP Document: LDS34. REDMIRE With Culvert (TARMAC)

REB2 CASTLE HILLS 5.1230 5.1230 HBE Buried Electricity Cable. RT Document: INNER JN - Electrical RTP LP NO 543. ACROSS REDMIRE Cables TRACKS 15136/0001 RT PROP (TARMAC) MENTOR REF

REB2 CASTLE HILLS 5.1290 5.1346 HBF Buried Foul Sewage. RT Document: RTP LP INNER JN - Water Service NO.543. RUNNING ALONG REDMIRE SOUTH SIDE OF RAILWAY (TARMAC) M.12464 OLD PROP MISC REF

REB2 CASTLE HILLS 5.1320 5.1320 HBE Buried Electricity Cable. RT Document: INNER JN - Electrical RTP LP NO 543. POSITION REDMIRE Cables NOT SHOWN ON PLAN (TARMAC) 061824 OLD PROP REF

REB2 CASTLE HILLS 5.1376 5.1376 MAP Authorised Leeming Bar Rev Exit A684 at Leeming Bar North INNER JN - Access Point - TOG LC DL7 Main/Fast onto Leases Road. SE286900. REDMIRE Pedestrian 9AN (TARMAC)

REB2 CASTLE HILLS 5.1378 5.1408 HBW Buried Water LEEMING High Pressure Water Pipeline. INNER JN - Main BAR RT Document: RTP LP NO.543. REDMIRE CROSSING RUNNING ALONG SOUTH (TARMAC) SIDE OF RAILWAY 15136/0010/001 RT PROP MENTOR REF

REB2 CASTLE HILLS 5.1408 5.1408 HB Buried Service LEEMING High Tension Cable. RT INNER JN - BAR Document: RTP LP NO 543. REDMIRE CROSSING GPO CABLES POSITION NOT (TARMAC) SHOWN ON PLAN PUSWA

REB2 CASTLE HILLS 5.1408 5.1408 HBW Buried Water LEEMING High Pressure Water Pipeline. INNER JN - Main BAR RT Document: RTP LP NO.543. REDMIRE CROSSING POSITION NOT SHOWN ON (TARMAC) PLAN M.6234 OLD PROP MISC REF

REB2 CASTLE HILLS 5.1408 5.1408 HBG Buried Gas LEEMING High Pressure Gas Pipeline. RT INNER JN - Pipe BAR Document: RTP LP NO 543. REDMIRE CROSSING ACROSS TRACKS 01904/0014 (TARMAC) RT PROP MENTOR REF

REB2 5.1408 5.1408 HSD

http://www.nationalhazards.co.uk/references/custom_reports.print 22/06/2017 Network Rail National Hazard Directory | Reports Page 2 of 2

ELR ELR Name Mileage Mileage Hazard Hazard Local Name Track ID Free Text From To Code Description CASTLE HILLS Hazard LEEMING Drain pipe. RT Document: RTP INNER JN - Associated BAR LP NO 543. POSITION NOT REDMIRE With Drain CROSSING SHOWN ON PLAN M 4452 OLD (TARMAC) PROP MISC REF

REB2 CASTLE HILLS 5.1408 5.1408 HBW Buried Water LEEMING High Pressure Water Pipeline. INNER JN - Main BAR RT Document: RTP LP NO 543. REDMIRE CROSSING POSITION NOT SHOWN ON (TARMAC) PLAN M 6234 OLD PROP MISC REF

REB2 CASTLE HILLS 5.1408 5.1408 HBW Buried Water LEEMING High Pressure Water Pipeline. INNER JN - Main BAR RT Document: RTP LP NO 543. REDMIRE CROSSING POSITION NOTH SHOWN ON (TARMAC) PLAN M 6234 OLD PROP MISC REF

http://www.nationalhazards.co.uk/references/custom_reports.print 22/06/2017 Appendix C

COMPOSITE UTILITIES PLAN