North Warwickshire Local Plan Examination

Hearings Position Statement

Matter 9: Allocations and supply of land for development requirements

Prepared for:

Client: Mr R Arnold and Mrs R Bell

Site: Land south of Shuttington Village Hall, Shuttington

Date: March 2019

1. Introduction

1.1. This Statement has been prepared by Fisher German on behalf of Mr Ralph Arnold & Mrs Rosemary Bell, landowners of proposed housing allocation site H25 (Land south of Shuttington Village Hall). A site location plan is enclosed at Appendix 1.

1.2. As previously advised in our Hearing Statement for Matter 4, positive pre-application advice was obtained from the Council in respect of residential development on the site. Since the first phase of Examination Hearings in 2018, an outline planning application (with all matters reserved except for access) has been submitted (Ref: PAP/2019/0022). This is currently being determined by the Council.

1.3. Planning application documents and consultee comments that are relevant to the questions raised by the Inspector have been appended to this Position Statement.

1.4. An updated Hearing Matters, Issues and Questions document has been prepared by the Inspector, now including questions in respect of Matter 9: Allocations and supply of land for development requirements. This Statement will focus specifically on issues/questions 9.8 (b) and 9.37 (a) and (b).

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2. Site Allocations – Overarching Issues

9.8 Are the categorisations of settlements in policy LP2 appropriate with regard to the updated Settlement Sustainability Assessment (‘SSA’) [CD6/3C]? (b) Should certain ‘category 5’ settlements be re-assigned based on their current scoring in CD6/3C?26

26 It appears that category 5 settlements of Corley, Middleton and Furnace End score more favourably in terms of accessibility of services and facilities than some category 4 settlements (Shustoke and Shuttington).

2.1. As previously detailed in our Hearing Statement to Matter 4 (please see Appendix 2), we support the identification of Shuttington as a Category 4 Settlement (Other Settlement with a Development Boundary), Shuttington benefits from the following services and facilities:

• Village Hall & Playing Field • Village Supermarket/Convenience Store • Public House • Place of Worship • Auto Repair/MOT Garage • School Bus Services to Newton Regis Primary School and Polesworth School • Regular bus service to Tamworth Town Centre

2.2. Whilst the updated SSA [CD6/3C] has reduced Shuttington’s score by 1, this is only due to the loss of the infrequent (Thursdays only) Flexibus 224 service. Notwithstanding this, the village still continues to be served by the regular 785/786 bus service to Tamworth. New development in Shuttington is crucial as this will ensure the continued viability of the village’s services and facilities.

2.3. It is noted that Corley, Middleton and Furnace End score more favourably in the updated SSA, in terms of accessibility to services and facilities than Shuttington and Shutstoke. However, the difference in scores is very marginal in the case of Furnace End (1 point more than Shuttington). In the case of Corley (3 points more), we believe the score of 2 attributed to the Corley Centre – a Secondary School only for children with complex social and communication difficulties, has been artificially inflated because by nature the school will serve a very wide catchment and not a large section of the local community, as a non-specialised Secondary School would. In the case of Middleton (4 points more), we note that 4 points have been attributed to local employers which are located in close association with the village. However, we consider this scoring to unfairly penalise settlements such as Shuttington which not only benefit from their own employment opportunities, but also from a close relationship with larger settlements (i.e. Tamworth), which provide more significant employment opportunities for the village’s population.

2.4. As detailed in paragraphs 6.5 and 6.8 of the SAA, Corley, Middleton and Furnace End are located within the Green Belt. The Council have chosen to not upgrade Corley, Middleton and Furnace

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End in the Hierarchy, as this would mean taking them out of the Green Belt. The Council do not believe there is a need to release these villages from the Green Belt and do not consider it possible to do so as most of the settlements are dispersed in nature. Shuttington on the other hand is compact in nature and development will integrate with the existing pattern of development.

2.5. Paragraph 83 of the NPPF 2012 is clear that Green Belt boundaries should only be altered “in exceptional circumstances”. Considering the availability of land in sustainable locations such as Shuttington, we do not consider there is sufficient justification to raise the status of these locations, nor take them out of the Green Belt.

2.6. The Council’s decision to allocate land in non-Green Belt villages such as Shuttington is supported and reflects the NPPF. Releasing land from the Green Belt in villages such as Corley, Middleton and Furnace End is unnecessary and unjustified.

3. Category 3 & 4 settlement allocations and policy LP2 in respect of land outside of settlements

9.37 Allocation H25, Land south of Shuttington Village Hall (a) is the scale of the allocation, for 24 homes compared to a threshold of 10 indicated in Local Plan policy LP2, justified?45

45 Noting the representation of Alvecote & Shuttington Parish Council, SLP301.

3.1. Representation SLP301 from the Alvecote & Shuttington Parish Council states the following:

“The Core Strategy did much more to protect Category 4 settlements like Shuttington and Alvecote so that settlement sites were normally no larger than 10 units. We have seen our site increased to 24 units. The only relevant comment being that services are limited. So there is no justification to more than double the housing allocation”.

3.2. In respect of the Category 4 Settlements, Policy LP2 Settlement Hierarchy does not set a threshold of 10 dwellings. The Policy is clear that “development will be limited to that identified in this Plan…” which in the case of Shuttington, is land to the south of Shuttington Village Hall for 24 dwellings.

3.3. Policy LP2 goes on to state that “It will cater for windfall housing development usually of no more than 10 units at any one time depending on viability”. Where reference is made to 10 dwellings, this is not set as a maximum threshold as reflected in the use of the word “usually”. Furthermore, the reference relates to windfall housing developments, not those identified in the Plan.

3.4. Similarly reference to sites of 10 dwellings in Category 4 settlements in the Core Strategy advised that sites would “normally” be no larger than 10 units at any one time. It did not set 10 dwellings as a maximum limit to growth in these settlements.

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3.5. The scale of the allocation for 24 dwellings is considered to be in full accordance with Policy LP2.

3.6. As set out in our response to the Inspector’s question 9.8 b) 26), Shuttington benefits from a number of services and facilities which can support a development of 24 dwellings.

3.7. We have previously highlighted in our Hearing Statement for Matter 4, that we consider that the allocation of the land at Shuttington for 24 dwellings is in conformity with Paragraph 55 of the NPPF 2012 which states that “to promote sustainable development in rural areas, housing should be located where it will enhance or maintain the vitality of rural communities. For example, where there are groups of smaller settlements, development in one village may support services in a village nearby”.

3.8. In terms of Shuttington, development here would have the benefit of enhancing and maintaining the vitality of the village. In addition to having a good number of existing day to day services and facilities within the village itself, Shuttington also benefits from a functional relationship with services in nearby villages (and indeed with Tamworth). As such, the proposed allocation of the land south of Shuttington Village Hall is considered to be a positive action towards supporting Shuttington and other nearby villages to thrive.

3.9. As detailed previously, an outline planning application has now been submitted for the development of 24 dwellings on land to the south of Shuttington Village Hall. The table below summarises the position of the responses received from the statutory consultees to date. It is clear from the responses received to date that there is no reason to suggest that 24 dwellings is unsustainable, or will have unacceptable detrimental impacts. A further update on the outstanding responses will be provided to the Inspector at the Hearing Session for this Matter.

Consultee Status Warwickshire County Council (WCC) Flood Risk No Objection Management

The Coal Authority (TCA) No Objection

Warwickshire County Council (WCC) Planning No Objection Archaeologist

Warwickshire County Council (WCC) Ecology No Objection Services

North Warwickshire DC Environmental Health No Objection Officer

Warwickshire County Council (WCC) Local No Objection Highway Authority

Warwickshire Police – Designing Out Crime No Objection Officer

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Warwickshire Fire Authority No Objection

North Warwickshire Borough Council – Waste No Objection and Transport Manager

North Warwickshire Borough Council – Housing No Objection

Strategy and Development Officer

Warwickshire County Council – Rights of Way No Objection GIS and Access Information Officer

North Warwickshire Pollution Control Officer No Objection

Alvecote & Shuttington Parish Council Concern Expressed

3.10. Finally, allowing schemes over 10 dwellings to come forward on sites such as the land to the south of Shuttington ensures that developer contributions can be gained which otherwise would not have been obtained. The land south of Shuttington Village Hall will also be able to provide affordable housing for the village which may not otherwise have been delivered by smaller schemes (of up to 10 dwellings) as per the Planning Practice Guidance. We consider this to be a further positive reason for the allocation as proposed for the land to the south of Shuttington Village Hall. It also aligns with the Government’s aim of boosting significantly the supply of housing.

(b) would local infrastructure and utilities provision be sufficient to support an additional 24 homes in this location?

3.11. In addition to the comments raised in respect of the size of the proposed development, the Parish Council also raised concerns in respect of:

• The capacity of the sewage system • Flooding of roads to the south of the village in the winter • Through Traffic from surrounding areas • Inadequate public transport

3.12. As previously advised an outline planning application for 24 dwellings on the land south of Shuttington Village Hall (Ref: PAP/2019/0022) was submitted on 11th January 2019. The information which informed this planning application and the responses received from the statutory consultees to date inform the responses to the issues address by the Parish Council. The relevant documentation is appended to this Statement.

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Sewage Capacity/Flood Risk and Drainage

3.13. A Utilities Assessment (see Appendix 3) has been prepared and is submitted with this Statement. The Assessment is informed by responses from Statutory Undertakers. The Statement confirms that there is sufficient capacity in the local sewerage network to accommodate the foul flows generated from the development of 24 dwellings. A gravity connection can be made to the public combined water sewer within Main Road and no diversions of the STW sewers are envisaged to facilitate the development.

3.14. In respect of surface water drainage, Severn Trent has sought the disposal of surface water by means of soakaways in the first instance and states that sustainable urban drainage methods should be explored before discharge into the public sewer is considered. The FRA (see Appendix 4) supporting the outline planning application is accompanied by an indicative drainage strategy which illustrates how a sustainable urban drainage system can be incorporated into the development proposals.

3.15. As the current planning application is in outline, details of both the surface and foul drainage will be finalised at the reserved matters stage. This will be subject to agreement from all the relevant consultee bodies including Severn Trent and the County Council’s Flood Risk Management Team.

3.16. Finally, it is also noted that the Regulation 19 Response from Severn Trent (SLP168) provided commentary on all of the proposed site allocations in the Plan and provided the following reassurances regarding the capacity of the sewage network in Shuttington:

• Known Network Constraints – “There are no known network constraints downstream of this site” • Assumed Connectivity – “Site is in the centre of Shuttington. Sewers available for connection” • Surface Water Disposal – “This is a greenfield site. Surface water should be managed on site through SuDS”

3.17. Therefore, we believe there is clear evidence to show that sewage capacity in the village and surface water drainage from the site is not a constraint to development.

Traffic

3.18. The Transport Statement (TS) (see Appendix 5) submitted with the outline planning application, prepared in accordance with current guidance, demonstrates that:

• The site is accessible by public transport, walking and cycling; • Suitable and appropriate access can be achieved from Main Road; • The site will continue to be able to accommodate access by HGVs and service vehicles; • The proposals will not have a detrimental impact on the local highway network in terms of traffic capacity or highway safety.

3.19. To understand the baseline traffic flows through the village, the TS outlines how Automatic Traffic Counts (ATCs) were undertaken to collect flow, speed and vehicle classification data over

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a seven-day period on Main Road. The 85th percentile speeds have been calculated based on speed data collected and these are shown to be 31.9 mph eastbound and 36.7 mph westbound. The proposed site access junction for the development can achieve the required visibility splays for these speeds.

3.20. In addition, the TRICS database was interrogated in order to quantify the level of vehicle trips that are likely from the proposed development. These show that the proposed development is likely to result in 15 two-way trips during the morning and evening peak periods.

3.21. Junction modelling of the proposed site access junction was undertaken using PICADY software. Table 5 (Site Access Junction Capacity Analysis) of the Transport Statement shows that the site access will operate well within capacity when taking into account traffic from the development plus the existing vehicle movements associated with the neighbouring commercial use.

3.22. Overall, the TS has found that the site access junction will operate with minimal queues and delays when development traffic is added to the network. In addition, the increase in trip generation as a result of the development would have no discernible effect on the operation of the wider highway network.

3.23. Warwickshire County Council Highways Authority have commented on the current application and having undertaken a full assessment of the development proposals (including reviewing the TS), have confirmed they have no objection to the development proposal. The Highways Authority’s comments are attached at Appendix 6.

3.24. Given the findings of the TS and the County Council’s confirmation of no-objection to the planning application, we believe there are no highways issues which would provide an overriding constraint to development on the site.

Public Transport

3.25. In terms of the Parish Council’s comments regarding accessibility by bus, the TS notes that the nearest bus stops are located within 200m from the centre of the site, on Main Road. These stops are served by the number 785/786 bus route. The following summary of the frequency and destinations of bus services is shown in the below table from the TS (reproduced below for ease):

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3.26. The TS advises that the existing bus services in the village provide a “realistic travel option to residents for commuting, shopping, leisure or educational purposes. On weekdays the earliest bus leaves Shuttington on route to Tamworth at 07:04, whilst the last bus towards Shuttington leaves Tamworth at 18:25. Clearly this provides a realistic travel option for residents working in Tamworth”.

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4. Conclusion

4.1. This Hearing Statement has been prepared on behalf of the landowners of the land south of Shuttington Village Hall.

4.2. An outline planning application with all matters reserved except for access is currently being determined by the Council and the supporting documentation for the planning application, in addition to the Utilities Statement is considered to robustly address the issues and questions raised by the Inspector and the comments raised by Shuttington and Alvecote Parish Council.

4.3. We maintain that the land south of Shuttington Village Hall is a deliverable site which is justifiably able to deliver 24 dwellings towards the Council’s housing needs.

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Appendix 1

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Appendix 2

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North Warwickshire Local Plan Examination Phase 1 Hearings Position Statement Matter 4: Strategic approach, distribution of development and justification

Introduction

1.1. This Position Statement has been prepared by Fisher German on behalf of Mr Ralph Arnold & Mrs Rosemary Bell, landowners of proposed housing allocation site H25 (Land south of Shuttington Village Hall).

1.2. Positive Pre-Application Advice has been obtained from the Council in respect of residential development on the land south of Shuttington Village Hall and a planning application is currently being prepared.

1.3. Consideration has been given to Annex 1 of the National Planning Policy Framework 2018 which states that the policies of the previous Framework will apply for the purposes of examining plans, where those plans were submitted on or before 24th January 2019. This is the case with the North Warwickshire Local Plan, which was submitted in March 2018.

1.4. A number of issues and questions have been raised by the Inspector in relation to Matter 4. However, in the interests of our Clients, this Statement will focus specifically on issues 4.7 and 4.9.

1.5. Finally, in respect of the Inspector’s question at 4.6, “Is the settlement hierarchy justified and consistent with national policy?”, please refer to the response set out in respect of 4.7 a) and b).

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4.7 – LP Paragraph 1.7 explains that the settlement hierarchy is based on ‘an assessment of the services, facilities and sustainability of the various settlements’. a) Where is that assessment set out specifically? b) Is each settlement correctly categorised?

1.6. Document CD6/3B of the Local Plan Examination Library (Settlement Sustainability Assessment) appears to be the Council’s most up-to-date evidence in respect of the sustainability of settlements in the Borough. It is noted that this document is dated January 2010 and therefore predates the National Planning Policy Framework (NPPF) 2012.

1.7. Paragraph 158 of the NPPF 2012 requires that the local planning authority ensure that the Local Plan is based on “adequate, up-to-date and relevant evidence about the economic, social and environmental characteristics and prospects of the area” (emphasis added). Given the age of the Settlement Sustainability Assessment, it is considered that this cannot be described as being ‘up-to-date’ evidence, especially as no further commentary has been provided by the Council in respect of whether the assessment still provides an accurate representation of the sustainability of the Borough’s settlements.

1.8. Notwithstanding this, the settlement hierarchy as per the Submission Local Plan seems appropriate for use and reflects the sustainability of settlements in North Warwickshire.

1.9. In respect of Shuttington, which is identified as a Category 4 Settlement (Other Settlement with a Development Boundary), this village still continues to benefit from the following services and facilities:

• Village Hall & Playing Field

• Village Supermarket/Convenience Store

• Public House

• Place of Worship

• Auto Repair/MOT Garage

• School Bus Service to Newton Regis Primary School

• Regular Bus Services to Tamworth Town Centre

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1.10. However, the 2010 Settlement Sustainability Assessment could be updated to consider the relationship the villages in the Borough have with one another and indeed with the larger settlements nearby.

1.11. This approach would conform with Paragraph 55 of the NPPF 2012 which states that “to promote sustainable development in rural areas, housing should be located where it will enhance or maintain the vitality of rural communities. For example, where there are groups of smaller settlements, development in one village may support services in a village nearby” (emphasis added).

1.12. In terms of Shuttington, this is located in close proximity to the smaller villages of Seckington (approx. 1.8 miles/4 min car journey away) and Newton Regis (approx. 2.2 miles/ 5 minute car journey), each of these villages, which also benefit from their own services and facilities, are considered to benefit from a functional relationship with Shuttington. One example of this relationship is the school bus service which runs between Shuttington and Newton Regis C of E Primary School. As a result of development taking place in Shuttington, it is therefore anticipated that additional children residing in the development will help to ensure the continued sustainability of the School. Equally, the Four Shires Farm Shop in Seckington (open till 6.30 pm on weekdays), will continue to benefit from customers from Shuttington. Whilst new homes in Shuttington will also continue to benefit from the day to day services in the village too.

1.13. The Settlement Sustainability Assessment could also reflect the functional relationships that villages in the Borough have with nearby urban centres. In the case of Shuttington, this lies very close to Tamworth (approx. 5.1 miles / 11 min car journey away). The village already benefits from good public transport links to the Town Centre, for example, the 785 bus service, which connects Shuttington with Tamworth Town Centre Bus Interchange, provides morning services at 7:04, 7:41 and 7:54 which all arrive into Tamworth before 9 am. Additionally, evening bus services at 17:25 and 18:25 from Tamworth to Shuttington enable ‘9 to 5’ commuters from the village to utilise public transport to and from Tamworth Town Centre. At present, it is considered that this high level of connectivity with Tamworth is not adequately reflected in the scoring attributed to the village within the 2010 Settlement Sustainability Assessment.

1.14. Overall, it is considered that even with the suggested updates to the Settlement Sustainability Assessment to enable it to comply with the NPPF 2012, the village of Shuttington remains a sustainable settlement, suitable for housing growth.

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4.9 – Is the approach to site allocations overly reliant on the allocation of larger sites to the detriment of supporting thriving rural communities?

1.15. As previously detailed, paragraph 55 of the NPPF 2012 recognises that new housing in rural areas can enhance or maintain the vitality of rural communities. We wish to highlight that this is particularly the case in Shuttington, which, in addition to having a good number of existing day to day services and facilities within the village itself, also benefits from a functional relationship with services in nearby villages and indeed with Tamworth. As such, the proposed allocation of the land south of Shuttington Village Hall is considered to be a positive action towards supporting the village to thrive.

1.16. Policy LP39 – Housing Allocations proposes to allocate land for a total of 6,821 dwellings in the Borough. Of these 6,821 dwellings, 4,552 are proposed to be delivered at three strategic sites at Atherstone (H2), Polesworth (H7) and adjacent to Tamworth (H13). These three large sites alone represent 67% of the total number of dwellings that the Council are currently proposing to allocate.

1.17. 67% is clearly a large percentage and shows that the Council are relying heavily on the delivery of these strategic sites in order to meet the Borough’s housing needs.

1.18. Paragraph 50 of the NPPF 2012 states that Councils must deliver “a wide choice of high quality homes, widen opportunities for home ownership and create sustainable, inclusive and mixed communities”. The paragraph goes on to state that in order for Councils to achieve this aim, they must plan for a mix of housing and seek onsite delivery of affordable housing.

1.19. In terms of providing a mix of housing, it is crucial to ensure that the widest possible range of sites can come forward for development so that house builders of all types and sizes can have access to suitable land in order to offer the widest possible range of products. Smaller sites such as the land south of Shuttington Village Hall, which are not subject to the same infrastructure constraints as the strategic sites, are able to make an immediate positive impact to the Council’s supply of housing and are therefore essential to the Plan.

1.20. The provision of new homes at Shuttington on the land south of the Village Hall will provide a wider mix and choice of housing in the village. By providing for new homes in Shuttington we believe the Council is planning positively to widen the choice of homes available in the village and create opportunities for further home ownership.

1.21. Finally, the allocation of sites such as the land south of Shuttington Village Hall, will deliver a percentage of affordable housing which will also assist in ensuring an inclusive and mixed community.

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Appendix 3

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PROPOSED RESIDENTIAL DEVELOPMENT, LAND SOUTH OF SHUTTINGTON VILLAGE HALL, MAIN ROAD, SHUTTINGTON

OUR REF: 24522/03-19/6648

UTILITIES STATEMENT –MARCH 2019

Introduction Mewies Engineering Consultants Ltd (M-EC) has been commissioned by Fisher German LLP to undertake a Utilities Statement for a proposed residential development of 24 dwellings at land south of Shuttington village hall, Main Road, Shuttington. A site location plan is provided in Appendix A with a site layout plan contained within Appendix B.

The development description of the site is as follows;

‘Outline application for a residential development of 24 dwellings, all matters are reserved except for access’.

The purpose of this Statement is to establish if the local infrastructure and utilities provision would be sufficient to support an additional 24 homes in this area. The statement will explore how development will be serviced with key utility supplies, whether diversion or protection of existing apparatus may be required and estimated costs for service connection and works, where available.

Consultation has been undertaken with key Statutory Undertakers for a development quantum of up 24 dwellings and therefore, the responses received can be considered robust within this statement. A review has been undertaken of the responses received, with a detailed summary provided within this report.

Severn Trent Water (Foul Water)

The Severn Trent Water (STW) correspondence taken flood risk assessment with ref: RACE/FG/MRS/FRA1 highlight that there is 150mm vitrified clay combined water sewer within the eastern footway of Main Road.

STW has confirmed that there is sufficient capacity in the local sewerage network to accommodate the foul flows generated from this development, therefore, a gravity connection can be made into manhole 7401 on the 150mm public combined water sewer within Main Road. A copy of the STW developer enquiry confirming this can be found within Appendix C.

No diversions of the STW sewers envisaged to facilitate the development.

South Staffordshire Water (Clean Water)

The South Staffordshire Water (SSW) apparatus plans highlight that there is a 3’’ cast iron main within the northern footway of School Lane and entering into New Road.

SSW has confirmed that there is sufficient capacity to supply the proposed development with clean water therefore, there will not be a requirement for additional off-site mains. SSW has confirmed that a suitable connection point is located within the existing 3’’ cast iron water main at the junction of Main Road and School Lane.

Report Ref. 21366/05-15/3983 Page 1

Utilities Statement – Main Road, Shuttington

SSW have advised a connection cost of £3,000.00 and a mainlaying cost of £4,008.00 based on £167.00 per plot. Further information on infrastructure charges and possible branch connections have been advised in their quote, however, firm costs will only be provided upon receipt of a formal proposal. The SSW clean water enquiry can be found attached within Appendix D.

No diversions are envisaged of the SSW apparatus to facilitate the development.

Cadent Gas (Gas)

The Cadent Gas plans show a medium pressure gas main within the western footway of Main Road before terminating the gas governor located north of the development boundary. From this gas governor, a 90mm PE low pressure gas main continues within Main Road and enters School Lane.

Cadent Gas have confirmed that there is sufficient capacity in the local low pressure gas network to supply the development site and therefore reinforcement is not required. Connections are to be made to the 90mm PE Low Pressure gas main located within the eastern footway of Main Road approximately 13m from the site boundary. A land enquiry response and a plan showing the connection point can be found within Appendix E.

No diversions are anticipated for Cadent Gas apparatus.

Western Power Distribution (Electricity)

Western Power Distribution (WPD) apparatus plans show an underground low voltage cable crossing the development from south to north in direction to supply Shuttington Village Hall. A streetlighting cable connects to this low voltage cable and enters Main Road to supply the existing street lighting columns. This cable will require diverting to facilitate plots 1-5 and a diversion quote is currently awaited.

WPD have confirmed that the existing substation off Main Road, Shuttington should have spare capacity for the proposed development of 24 dwellings, therefore, there are no requirements for any reinforcement or upgrading works. The substation is located approximately 150m to the south of the proposed site access and WPD will confirm the point of connection and budget costs once the network analysis has been completed. The WPD correspondence is included within Appendix F.

Telecommunications

BT Openreach BT Openreach plans highlight that a combination of underground cables and overhead lines within School Lane and Main Road junction.

BT Openreach will deploy fibre to the premises (FTTP), free of charge, into all new housing developments of 30 or more homes. However, as this development falls under 30 premises, Openreach can provide the FTTP at a cost of £116.00 per plot totalling to £2,784.00. Alternatively, Openreach can provide your development with a standard telephone and broadband service free of charge. Broadband speeds can be confirmed by your chosen service provider. Fibre to the Premises provides estimated speeds of up to 1Gbps enabling your home owners to stream HDTV, play computer games and write emails simultaneously providing the best communications experience.

The connection point for this development will be from the existing apparatus within the School Lane and Main Road junction. A copy of the BT maps and connection information can be in included in Appendix G.

Report Ref. 24522/03-19/6648 Page 2

Utilities Statement – Main Road, Shuttington

No diversions are anticipated for the BT Openreach apparatus.

Virgin Media

Virgin Media confirm that none of their apparatus lies within close proximity of the site. Confirmation of this can be found on the Virgin Media apparatus plan found within Appendix G.

Conclusion This Utilities Statement has been produced to respond to a query raised by the North Warwickshire Local Plan Inspector in respect of the utilities provision required to support a development of 24 dwellings on the land south of Shuttington Village Hall. Based on the robust responses received from the key Statutory Undertakers, there are no existing capacity constraints which require significant alterations to accommodate the proposed development.

Report Prepared By: Report Checked By:

Shyam Joshi BEng (Hons) MIET Alexander Bennett BSc(Hons) MCIHT MTPS

COPYRIGHT The contents of this document must not be copied or reproduced in whole or part without the written consent of Mewies Engineering Consultants Ltd.

Report Ref. 24522/03-19/6648 Page 3

APPENDIX A PAP/2019/0022

NORTH WARWICKSHIRE BOROUGH COUNCIL RECEIVED 11/01/2019

PLANNING & DEVELOPMENT DIVISION APPENDIX B PAP/209/0022

NORTH WARWICKSHIRE BOROUGH COUNCIL RECEIVED 11/01/2019

PLANNING & DEVELOPMENT DIVISION APPENDIX C

RAC-E Ltd Unit 17 Severn Trent Water Ltd Lakeside Business Park Leicester Water Centre Gorse Hill Walkmill Lane Anstey Cannock Leicester WS11 0XE LE7 7GU

Tel: 02477 716843

FAO Dave Hughes www.stwater.co.uk 09th November 2018 [email protected]

Contact: Asif Mussa Dear Dave Hughes Your ref: Proposed Residential Development (24 dwellings) Land at: Our ref: 8332487 Main Road, Tamworth (425630,305494).

I refer to your Development Enquiry Request submitted in respect of the above site. Please find enclosed the sewer records that are included in the fee together with the Supplementary Guidance Notes (SGN) referred to below.

Public Sewers in Site – Required Protection According to our sewer records there are no public sewers within the site boundary. Due to a change in legislation on 1 October 2011 there may also be former private sewers on the site which have transferred to the responsibility of Severn Trent Water Ltd, which are not shown on the statutory sewer records, but are located in your client’s land. These sewers would have protective strips that we will not allow to be built over. If such sewers are identified to be present on the site, please contact us for further guidance.

Foul Water Drainage The sewer records show a 150mm public combined water sewer to the East of the site. A gravity foul connection for the proposed site could be accommodated in this sewer. Please be advised that a new connection could be made to manhole 7401 or to a new manhole in this area, subject to a formal S106 connection approval (see later).

Surface Water Drainage Under the terms of Section H of the Building Regulations 2000, the disposal of surface water by means of soakaways should be considered as the primary method. If this is not practical and no watercourse is available as an alternative, the use of sewerage should be considered. In addition, other sustainable drainage methods should also be explored before a discharge to the public sewerage system is considered.

In the event that following testing, it is demonstrated that soakaways would not be possible on the site; satisfactory evidence will need to be submitted. The evidence should be either percolation test results or a statement from the SI consultant (extract or a supplementary letter). This would satisfy SGN1 (enclosed).

Your plans show that surface water from the site will discharge to the nearby ditch.

New Connections For any new connections (including the re-use of existing connections) to the public sewerage system, you will need to submit a Section 106 application form. Our New Connections department are responsible for handling all such enquiries and applications. To contact them for an application form and associated guidance notes please call 0800 7076600 or download from www.stwater.co.uk.

Please quote 8332487 in any future correspondence (including e- mails) with STW Limited. Please note that ‘Development Enquiry’ responses are only valid for 6 months from the date of this letter.

Yours sincerely,

Asif Mussa Wholesale Operations - Asset Protection (East) Sewer Node Sewer Pipe Data INV LEVEL INV LEVEL MAX MIN YEAR REFERENCE COVER LEVEL UPSTR DOWNSTR PURP MATL SHAPE SIZE SIZE GRADIENT LAID SK25055401 81.38 79.92 79.50 C VC C 150 nil 140.98 nill SK25055501 79.86 78.17 77.15 C U C 150 nil 84.75 nill SK25056302 81.57 80.70 79.94 C VC C 150 nil 96.71 nill SK25056501 76.96 76.33 75.76 C VC C 150 nil 70.72 nill SK25056502 79.08 77.13 76.35 C VC C 150 nil 88.91 nill SK25057401 77.22 76.29 74.93 C VC C 150 nil 38.41 nill SK25057501 75.97 74.83 72.88 C VC C 150 nil 43.01 nill SK25057503 76.64 75.74 74.84 C VC C 150 nil 41.29 nill

Abandoned Gravity Sewer Culverted Watercourse Blind Shaft Sewer Chemical Injection Point MATERIALS CATEGORIES Severn Trent Water Limited Private Combined Gravity Sewer Cable, Earthing Asset Data Management Combined Use Manhole Sewer Junction - - NONE PO Box 5344 AC - ASBESTOS CEMENT Private Foul Gravity Sewer Cable Junction Coventry BR - BRICK Private Surface Water Gravity Sewer Cable, Optical Fibre/Instrumentation Flushing Chamber Sewerage Air Valve CC - CONCRETE BOX CULVERT CV3 9FT Public Combined Gravity Sewer CI - CAST IRON Telephone: 0845 601 6616 Cable, Low Voltage Foul Use Manhole Sewerage Hatch Box Point CO - CONCRETE Public Foul Gravity Sewer CSB - CONCRETE SEGMENTS (BOLTED) Cable, High Voltage CSU - CONCRETE SEGMENTS (UNBOLTED) Public Surface Water Gravity Sewer Grease Trap Sewerage Isolation Valve DI - DUCTILE IRON SEWER RECORD (Tabular) Trunk Combined Gravity Sewer Cable, Other GRC - GLASS REINFORCED CONCRETE Head Node Soakaway GRP - GLASS REINFORCED PLASTIC Trunk Foul Use Gravity Sewer Housing, Building MAC - MASONRY IN REGULAR COURSES O/S Map scale: 1:1250 This map is centred upon: Trunk Surface Water Gravity Sewer Surface Water Manhole MAR - MASONRY RANDOMLY COURSED Housing, Kiosk Hydrobrake PE - POLYETHLENE O / S Grid reference: Combined Use Pressurised Sewer Vent Column PF - PITCH Date of issue: 09.11.18 Disposal Site PP - POLYPROPYLENE Foul Use Pressurised Sewer Lamphole PSC - PLASTIC STEEL COMPOSITE x : 425639 Waste Water Storage PVC - POLYVINYL CHLORIDE Sheet No. 1 of 1 Surface Water Pressurised Sewer Sewage Treatment Works Outfall RPM - REINFORCED PLASTIC MATRIX Highway Drain Pre-1937 Properties SI - SPUN (GREY) IRON y : 305488 Housing, Other ST - STEEL W - WEIR Combined Lateral Drain (SS) Overflow U - UNKNOWN C - CASCADE Foul Lateral Drain (SS) VC - VITRIFIED CLAY DB - DAMBOARD Disclaimer Statement: Pipe Support Structure XXX - OTHER SE - SIDE ENTRY 1. Do not scale off this Map. Surface Water Lateral Drain (SS) Penstock TABULAR KEY FV - FLAP VALVE 2. This map and any information supplied with it is furnished as a general guide, is only valid at the date of issue and no warranty as to its correctness is given or implied. In particular this Map and any information shown on it must not be relied upon in the event of any development or works (including but not limited to excavations) in the vicinity of Severn Trent Water’s assets or for Sewage Pumping Facility Sewer pipe data refers to downstream BD - BACK DROP A. SHAPE PURPOSE S - SIPHON the purposes of determining the suitability of a point of connection to the sewerage or distribution systems. All Private Sewers are shown in magenta Petrol Interceptor sewer pipe. C - CIRCULAR C - COMBINED HD - HIGHWAY DRAIN 3. On 1 October 2011 most private sewers and private lateral drains in Severn Trent Water's sewerage area, which were connected to a public sewer as at 1 July 2011, transferred to the All section 104 sewers are shown in green E - EGG SHAPED E - FINAL EFFLUENT S104 - SECTION 104 ownership of Severn Trent Water and became public sewers and public lateral drains. A further transfer takes place on 1 October 2012 (date to be confirmed). Sewer Facility Connection Inlet / Outlet Where the node bifurcates (splits) X and Y Private pumping stations, which form part of these sewers or lateral drains, will transfer to the ownership of Severn Trent Water on or before 1 October 2016. All Sewers that have been transferred to Severn Trent B. O - OTHER F - FOUL indicates downstream sewer pipe. Severn Trent Water does not possess complete records of these assets. Water after the 1st October 2011, but have not been surveyed and R - RECTANGLE L - SLUDGE C. Gradient is stated a 1 in... These assets may not be displayed on this Map. confirmed by Severn Trent Water are shown in orange S - SQUARE S - SURFACE WATER 4. Reproduction by permission of Ordnance Survey on behalf of HMSO. © Crown Copyright and database right 2004. All rights reserved. Ordnance Survey licence number 100018202. T - TRAPEZOIDAL Document users other than Severn Trent Water business users are advised that this document is provided for reference purpose only and is subject to copyright, therefore, no further copies U - UNKNOWN should be made from it. APPENDIX D 425781, 305645 WARNING: Decommissioned Hazardous Material May Be Within View Extents If you intend to excavate in this area please contact South Staffs Water before planning the work to confirm locations

Playing Field

Hall

Gas Gov

3 FH A

1 100mm PVC

1 3" Seale's CI Barn

3 3

5 2

LB

TCB El Sub Sta Manor

Farm

2 1

5 Wessex 0 1 Stretton Court House

2

FH 0 3" 2 CI NMP 3" CR CI N ES IO CE AT NT 4 N 1 3" O E OR CI C N

425484, 305286 A 1 L

L 3" CI O O

H

C

S

Scale - 1:500 The Company have no statutory obligation to give information about the position of their mains and Based upon the Ordnance Survey map with other underground apparatus, but it is offered willingly for general guidance only on the the sanction of the controller of H.M. Centre Coordinates understandingthatitis based on the best information at present available to the Company and no Stationery Office. © Crown copyright and warranty to its correctness is given or implied. The plan must not be relied upon in the event of database rights Ordnance Survey 100022432 425632, 305466 excavations or otherworksmadein the vicinity of the Company's apparatus and any onus of locating Plot date - 01/03/2019 the apparatus before using a mechanical excavator or other plant rests entirely upon your authority/Company. It must be understoodthatthefurnishing of this information is without prejudice to the provisions of the New Roads and Street Works Act 1991, and of the Company's right to be Plot name: School Lane, Shuttington compensated for any damage to the Company's apparatus. Green Lane, Walsall WS2 7PD Comments: M-EC Telephone : Walsall (01922) 638282

Green Lane, Walsall WS2 7PD

Direct Tel: 0845 3451399 Fax: 01922 631779 Our Ref: ds.spec.18/19/3748 Your Ref:

FAO: Syham Joshi The Old Chapel Station Road Hugglescote Leicester LE67 2GB

Date 06/03/2019

Dear Sirs,

Ref: Proposed Development – Up to 48 Dwellings @ School Lane, Shuttington.

Further to your recent enquiry regarding water mains requirements to supply your proposed development above, I can confirm the likely costs implications as follows:-

⋅Diversionary Works ⋅New Site Mains - Off-Site Mains - On-Site Mains ⋅Easement Costs ⋅Water Service Connection Charges ⋅Infrastructure Charges

Diversionary Works

No abnormal costs relating to diversion or lowering of any existing services and/or apparatus are anticipated. Enclosed for your guidance is a copy of the Company's "Special Requirements" clauses for works in the vicinity of Company apparatus and these should be incorporated within your Contract documents.

New Site Mains - This information is speculative only and is subject to change once a firm application is made and is reviewed in more depth.

Off-Site

There will not be a requirement for additional off-site mains, as we anticipate that the site mains can be connected into our existing 3” CI main at the junction of Main Road and School Lane.

On-Site

Given that we have been unable to carry out full Network Analysis of your proposal due to the limited amount of information available and/or the expediency of the response required, I can only provide an indication of mains sizes and costs based on the "worst case scenario" for this proposal. Likewise, the absence of a site history and soil analysis report means we are unable to assess the likelihood of there being any contamination present. Thus, we cannot be certain whether we will install HDPE or Ductile Iron mains. The schedule of costs given below are based on ductile iron mains and barrier service pipes being installed to ensure the integrity of the pipes laid can be assured. Where there is no risk of contamination, we will likely install HDPE.

The total estimated cost of mains for your proposal are made up as follows:-

Mainlaying – Domestic

On all Domestic sites, the final mains contribution will be calculated in accordance with the new schedule of charges. This is dependant on the number of houses being developed, the Developer can expect to pay £167.00 per plot towards the main laying costs.

Mainlaying – Commercial

The rates given assuming machine mainlaying at reduced cover on site in infill ground using all imported backfill materials (sand & stone), all labour costs, materials (pipework, bends, blocks and infill materials) have been included, as has plant hire). As already indicated we have been unable to carry out a full Network Analysis and as such we cannot specify the size of the mains that are likely to be installed within the confines of the site - below is a list of sizes we currently use and the relevant rates per metre - which do not include any costs for permanent surface reinstatement and are for your guidance only.

90mm @£6.00/m 90mm Barrier system @£71.00/m 110mm @£65.00/m 110mm Barrier system @£74.00/m 160mm @£68.00/m 160mm Barrier system @£80.00/m 225mm @£175.00/m 225mm Barrier system @£229.00/m

Connection onto the Site from Existing Mains - Commercial

You should budget for approximately £3000.00 for a connection onto your site.

The connection cost has assumed that excavation will be by machine with hand-assistance in class "B" specification roadway (minor made roads & estate roads). All labour costs, materials (flange adaptors, joint rings, SV, Tees), plant hire and an amount to cover the likely permanent reinstatement charges are included).

Branch Connections – Commercial

You should budget for approximately £675.00 for each branch connection within the confines of your site.

This cost assumes the branches can be installed during the course of on-site mainlaying (i.e. ground is unmade and open). All excavation and backfilling has already been included in the mainlaying rates above. Therefore, the branch connection cost includes all labour costs, materials (flange adaptors, joint rings, SV, Tees) and plant hire.

Other Fittings

With new site mains, it will be necessary to install end hydrants which will be used to wash-out the mains at regular intervals to ensure we continue to provide a continuous high quality water supply. In addition, it may be that the Fire Authorities request the use of these hydrants for fire-fighting purposes when necessary). Each end hydrant will be installed at an estimated cost of £531.00.

Easement Costs

I would like to draw your attention to where new roads are created and they remain in the ownership of the developer or subsequent owners, easements may have to be entered into at the expense of the developer. The cost of arranging such easements can range from £1,500 - £3000 each depending on the complexity of the arrangements to be made.

As indicated, the above is for guidance only, firm costs will only be provided upon receipt of all your proposals.

Water Service Connection Charges

I can also confirm that the Company will (in accordance with S.64 of the Water Industry Act 1991) insist on separately metered water service connections to each separately occupiable premises, which will terminate at the boundary of the public highway with a stop tap and meter box assembly, where applicable.

Please note that if you are installing three-storey properties you will need to ensure that adequate pump/storage facilities are installed to supply the third floor as the Company can only guarantee 10 metres head pressure (one bar) at the boundary.

For your information, the Company's current connection charges for up the provision of 25mm water connections are as follows:-

PE BARRIER Single Connection in unmade/site conditions up to 2 metres £430.50 £509.50 Additional metres in unmade/site conditions – Per metre £25.00 £27.00 Single Connection in made reinstateable Footpath up to 2 metres from £660.50 £740.00 Additional metres in made reinstateable Footpath – Per metre from £50.00 £59.00 Single Connection in made road £805.50 £846.21 Additional metre in made road £85.00 £92.00 Water Infrastructure Charge £325.00 £325.00 Sewerage Infrastructure Charge £229.44 £229.44

These charges are valid up to 31 March 2019.

Please note that where the connection falls outside the fixed price scheme (i.e.greater than 12 metres in length, larger than 25mm in size or where the connection has to be made in difficult conditions or out of normal working hours) an individual estimate will be prepared.

The Company must be informed, before the quotation can be issued, where new water connections are laid in the same trench, otherwise the full rate of a separate supply will charged.

Please note that with effect from 17 February 2003, we introduced charges for providing detailed costings of connection charges for new developments.

These charges are required for processing new supplies applications, assessing demand, specific site requirements and where applicable, mains scheme design for new developments. The charge is £70 plus VAT if applicable. Further details on the fees are available to view on our website south-staffs-water.co.uk.

You must be aware that in accordance with the Company's published "Scheme of Charging" for 2018/2019, these charges are applicable up to 31 March 2019.

Infrastructure Charges

These charges are applicable for every new property/premises requiring a new connection into the Company’s distribution system and are charged at £325.00 for water and £229.44 for sewerage for a standard domestic dwelling. Where the premises are deemed non-standard, the charging will be a multiple (Relevant Multiplier "RM") of the standard charge based on the type and number of water fittings installed for domestic purposes. The "RM" is calculated by reference to loading units attributable to the water fittings to be installed, using the table overleaf.

Yours faithfully

Developer Services

Assessment Sheet for Infrastructure Charges

WATER FITTING LOADING Nr. OF TOTAL (Incl. reference to plumbing, outlet, dedicated space UNITS EACH or planning for such fittings) (L.U.s) (i) FITTING (i) x (ii) (ii) WC Flushing Cistern 2 Wash Basin in House 1.5 Wash Basin Elsewhere 3 Bath (tap nominal size 20mm) 10 Bath (tap nominal size larger than 20mm) 22 Shower 3 Sink (tap nominal size 15mm) 3 Sink (tap nominal size larger than 15mm) 5 Spray Tap 0.5 (e.g. spring-loaded tap, lever-operated tap & any similar tap designed for economy of flow) Domestic Appliance 3 (e.g. dishwasher, washing machine & waste disposal in a house Bidet 1.5 Communal / Commercial Appliance 10 (e.g. dishwasher, washing machine & waste disposal elsewhere than in a house) Any other water fitting or outlet 3 (incl. a tap, but excluding a urinal or water softener)

TOTAL LOADING UNITS : ______(A)

RELEVANT MULTIPLIER (RM) (A) / 24 ______(B)

WATER INFRASTRUCTURE CHARGE (B) X £325.00 £______(C)

SEWERAGE INFRASTRUCTURE CHARGE (B) X £229.44 £______(D)

No Infrastructure Charges are applicable to fire supplies.

Once the final proposals are available, you must contact Developer Services at the above address, forwarding your application form and fee and the information below:-

• ⋅2 copies of the site layout (preferably to 1:500 scale), indicating:- o road layouts, o position of new premises, o plot numbers, o service entry points, o landscaping proposals, o anticipated build programme and phasing of the work.

• Site history details and a Soil Analysis including chemical analyses When you send in your application, we will need to know the previous site history details and about any possible risk of contamination on site for health and safety reasons. This will enable us to choose the most appropriate pipe materials. Consequently, it is a pre-requisite of providing costs for new developments that a detailed soil analysis is provided at the application stage.

The report must contain concise information and should incorporate the following:-

(A) Information on site history and proposed use of the site. Any remedial actions. Maps indicating:- (i) Location of proposed buildings (ii) Location of trial pits and boreholes including an explanation if any parts of the sites are not sampled. (iii) The proposed entry positions for new water services.

(B) List of determinants units: Mg Kg-1 on air dried soil except Ph.

(1) pH Acid Soluble Sulphate Magnesium (2) Sulphide Elemental Sulphur Total Cyanide (3) Phenols Toluene Extract Coal Tar Organic Chlorine Cyclohexand Extract

(C) Information on ground water levels in soil profiles in order to assess the potential for backsiphonage.

• ⋅Purpose of the water supply. o Domestic (washing, drinking, cooking, central heating &/or sanitary use) o Industrial (manufacturing/industrial process) o Agricultural (animals and irrigation purposes) o Fire-Fighting (sprinkler systems and hose reels)

• ⋅Anticipated water consumption & maximum flow rate o if non-domestic use of water is expected as shown above. o size of supply required for each unit/plot

• ⋅Details of any privately owned land o through which an easement will need to be negotiated with the land owner to allow future access to repair and maintain the mains and apparatus.

Details of previous and new water fittings for each plot/unit

On receipt of this information together with your fee and the appropriate application form which can be downloaded from www.south-staffs-water.co.uk , we shall be able to assess the mains and services required to supply your proposals and the likely costs. Developer Services will then be responsible for progressing the application for new/replacement water supply connections and will also be able to assess more accurately the capability of our distribution system to cope with the additional demand from the development and decisions can be made of the actual size and type of mains to be installed. Ultimately, therefore we shall be able to provide a quotation for the mainlaying costs and quotations for each service connection you require.

Consequently, contact should be made with us at the earliest opportunity to minimise any cost difference that may occur in the meantime.

All of the costs quoted are for guidance only, as a quotation for the actual costs will be provided based on your firm proposals when they become available and as such our costings may be subject to change.

SPECIAL REQUIREMENTS IN RELATION TO SOUTH STAFFS WATER PLC

Definitions

For the purpose of this Schedule the following terms shall have the meanings assigned:

‘Company’ means South Staffs Water Plc

‘Company Representatives’ means duly authorised engineer representative and/or agent appointed for the time being to act on behalf of the said ‘Company’. All company representatives will have a photo identity card.

‘Mains’ means any water mains, pipes, cables and ducts and all apparatus connected thereto, which may be found on the site and belong to, or which is under the control of the company.

‘Apparatus’ means any other water services, associated apparatus, fire hydrants or equipment, belonging to, or which is under the control of the Company.

1. New Roads and Streetworks Act or Traffic Management Act .

Where the works or any part thereof are the subject to a New Roads and Streetworks Act Notice (NRSWA) or Traffic Management Act Notice the contractor shall give the legal notice period to the Company before commencing any individual excavations which are in close proximity to our mains and apparatus. Where the works are NOT subject to a NRSWA Notice or a Traffic Management Act Notice, a minimum of 5 working days notice shall be required.

2. Diversion or Removal of Mains

Where mains and/or apparatus are required to be diverted or removed by the Company, the Contractor must prepare a Programme of Works in conjunction with the Company for carrying out this work. The Company reserves the right to change or defer the Programme of Works dependant on the water supply situation at the time.

3. Bridge Works Requirements

Where the proposed works involve bridge works, special attention should be given to the following requirements (in addition to all others included in the Schedule).

• The design and/or works involve bridge structure shall incorporate an adequate channel or duct for the inclusion of the Company’s mains and associated apparatus.

• Where the channel is deemed necessary, a clearance for the installation and future servicing MUST be maintained or provided for within any new or refurbishment bridge works.

The area around and above the main or apparatus, to surface level, shall be unimpeded by any other Utility apparatus.

4. Excavation Requirements

All excavation adjacent to Company mains and apparatus shall be carried out by hand until the exact position of the apparatus is known

Mechanical borers and/or excavators shall not be used within 3 metres of Company Mains without the presence of a Company Representative. To prevent any movement of the mains and apparatus during excavation, complete shuttering shall be used in the following cases: a) Where excavation is deeper than the depth of cover of adjacent mains. b) Where excavation is within 3 metres of Company mains. c) Where excavation is within 8 metres of Company mains in unstable soil. and where the contractor intends using: a) Pile driving equipment within 15 metres of Company mains b) Explosives within 200 metres of Company mains c) Any hot work (welding etc) within 6 metres of any Company mains.

5. Accessibility

The Contractor shall ensure that at all times of day or night the Company’s apparatus is fully accessible for operation and/or maintenance or repair of Company Representatives and is not anyway impeded by the storage of materials or plant.

6. Apparatus Location and Depth of Cover

Under normal circumstances the mains would be an approximate depth of 760-900mm, however, this may vary due to local conditions. It is, therefore, recommended that the Contractor hand dig trial holes within the area of the works to establish the exact location of our main. The Company should be notified, prior to commencement of this work, in order that a Company Representative may be present at the time, to assess what protection/ alteration works may be necessary (if any). Alternatively, the Company may request photographic detail in order to make any assessments.

7. Surface Boxes

All existing surface boxes (sluice valves, hydrants etc) MUST remain visible and accessible at all times, both during and after proposed works. No foreign fill must be allowed to enter any chamber to restrict access. Arrangements should be made in advance for any surface boxes, indicator posts or other apparatus which becomes disturbed or lost during the course of the works to be reset or replaced at his expense, and to the satisfaction of the Company.

8. Apparatus Support

Care should be exercised at all times when excavating in the vicinity of the Company’s mains/services and should any apparatus become exposed during the course of the works, temporary or if necessary, permanent supports MUST be provided. All exposed apparatus must be surrounded with at least 100mm thick layer of consolidated fine-fill prior to normal backfilling.

9. Trunk Mains

Any works on large diameter trunk mains (isolation, capping off etc) will only be undertaken if supply conditions in the area concerned are normal at the time the works are programmed to be done. It is unlikely that the Company would permit more than one trunk main to be isolated at any one time.

10. Service strips/ Easements

Where services strips or easements are to be provided, these should be a minimum of 1.8 metres wide and clearly and permanently identified. All valves and stop tap boxes will be installed within the strips/easements: including any permanent right of access. The restrictions of any building / landscaping (e.g. tree planting) works within the confines of the strips/ easements, must be included in the Deeds of Property.

11. Heavy Traffic

Where heavy traffic is likely to utilise the roadway, it may also be necessary for additional protection to be afforded, in order to prevent damage to the Company’s apparatus.

12. Protection of Mains

The Contractor and / or any sub-contractor shall take all necessary precautions to ensure that any Company mains/ apparatus are fully protected from accidental falls or flows of liquid and/ or materials, which by themselves would damage or in combination with any existing materials and/ or liquids could cause or aggravate pollution, create poisonous substances and/ or toxic substances or fumes and/ or could cause harm to persons or property and/ or impede any operations of the Company.

Any such occurrence shall be notified to the Company immediately.

13. Ground Conditions/ Contamination

It is normal practise for diverted mains and services to be laid using DI, HPPE Barrier Pipe systems or HPPE material respectively. However, if there are any doubts as to the ground conditions in the vicinity of the works, the Company MUST be notified immediately.

A ‘Schedule of Contaminants Affecting Water Quality’ is available from the Company, detailing which contaminants may necessitate the use of other types of pipes and therefore will have an effect on costing on the Company’s work. The water Quality Manager will require soil analysis prior to any costing of works or works proceeding.

14. Delivery Time/ Lead Times

At times, the Company can experience delays of up to 6 months on the delivery of some materials and, in view of the effects this may have on the planning of any diversionary works, you are advised to forward your remittance to the Company as soon as possible - on receipt of which the necessary paperwork will be raised to obtain the required materials and programme the diversion works.

15. Legal Requirements and Possible Delays

In addition to item 1, under the New Roads and Streetworks Act, it is necessary for us to give a minimum of 28 days notice to the Local Fire Service and other utilities of all main- laying. Therefore, we would appreciate early discussions to determine likely start date (s).

16. Additional Works

Where additional works are requested or required due to unforeseen circumstances, written confirmation would be appreciated, in order that these costs can be accounted for in the final invoice. A variation order document shall be signed by both parties prior to commencement of work.

17. Damage to Apparatus and/ or Personnel

In event of damage to any of the Company’s apparatus, the Contractor MUST advise the Company immediately by telephone and confirm in writing.

The Contractor shall reimburse the Company and make full recompense to any of its customers or other interested parties in respect of all costs arising from the Contractors failure to take adequate measures or precautions or from any act of neglect of default by or on behalf of the Contractor resulting in injury to persons, damage to Company apparatus, interruption to any supply or delay any provision of service.

The Contractor shall indemnify the Company against all claims for damage to mains and/ or apparatus together with any consequential loss to other parties arising there from caused through their negligence.

18. Standpipe Hire

The Contractor is required to contact Central Stores at Green Lane Walsall to obtain payment methods and relevant standpipes. On NO ACCOUNT shall the Contractor make connections using their own standpipes on hydrants connected to the Company’s mains.

19. Costings

Costs quoted include all Company overheads and supervision charges.

Enquiries:

All enquiries and general correspondence should be directed to:

Mr Phil Bagnall Technical Services Manager South Staffs Water Plc Green Lane Walsall WS2 7PD

To arrange for a mains identification on site, contact the Company’s Call Centre on Free phone 0800 3891011.

To arrange programming, please contact Mr Clive Ferneyhough on

The arrange/ discuss requirements for possible site supervision by the Company of your excavation works, where they are in close proximity to the Company’s mains/ apparatus, contact:-

DEVELOPER SERVICES

Schedule of Contaminants Affecting Water Quality

When you send in your application, we will need to know the previous site history details and about any possible risk of contamination on site for both health and safety reasons. This will enable us to choose the most appropriate pipe materials. Consequently, it is a pre-requisite of providing costs for new developments that a detailed soil analysis is provided at the application stage. The report must contain concise information and should include:-

(A) Information on site history and proposed use of the site. Any remedial actions. Maps indicating:- (i) location of proposed buildings (ii) location of trial pits and boreholes including an explanation if any parts of the sites are not sampled. (iii) the proposed entry positions for new water services.

(B) List of determinants units: Mg Kg-1 on air dried soil except Ph. (1) pH Acid Soluble Sulphate Magnesium (2) Sulphide Elemental Sulphur Total Cyanide (3) Phenols Toluene Extract Coal Tar Organic Chlorine Cyclohexane Extract

(C) Information on ground water levels in soil profiles in order to assess the potential for backsiphonage.

It may also be necessary to carry out additional analysis for more contaminants dependant on land use history. This will be determined by the Company's Water Quality Department and notified to yourselves on receipt of the land use history details.

Failure to submit the above will delay the quotation and costs will undoubtedly be incurred by your Company for any additional work or precautionary measures that will arise as a consequence.

On greenfield sites where previous land use history indicates that soil analysis may not be required, a "Letter of Indemnity" will be required from yourselves - preferably from your geological consultants or other similar "expert" body.

Further guidelines are laid down in:- "The Effect of Soil Contaminants on material Used for Distribution of Water" - WRC 2222 "The Effect of Organic Chemicals in Contaminated Land on Buried Services" - WRC 2982

Both publications are available from the Water Research Centre, 660 Ajax Avenue, Slough, Berkshire S11 4BG.

Doc Ref. WD04/0040/04

APPENDIX E

Plant Protection Cadent Block 1; Floor 1 Brick Kiln Street Hinckley LE10 0NA E-mail: [email protected] Telephone: +44 (0)800 688588 Shyam Joshi Mewies Engineering Consultants National Gas Emergency Number: Wellington House 0800 111 999*

Leicester Road National Grid Electricity Emergency Number: Ibstock 0800 40 40 90* Leicester * Available 24 hours, 7 days/week. Calls may be recorded and monitored. Leicestershire LE67 6HP www.cadentgas.com

Date: 05/03/2019 Our Ref: WM_TW_Z2_3SWX_524537 Your Ref: 24522

RE: Proposed Works, Main Road

Thank you for your enquiry which was received on 05/03/2019. Please note this response and any attached map(s) are valid for 28 days.

An assessment has been carried out with respect to Cadent Gas Limited, National Grid Electricity Transmission plc's and National Grid Gas Transmission plc's apparatus. Please note it does not cover the items listed in the section "Your Responsibilities and Obligations", including gas service pipes and related apparatus. For details of Network areas please see the Cadent website (http://cadentgas.com/Digging-safely/Dial-before- you-dig ) or the enclosed documentation.

As your works are at a "proposed" stage, any maps and guidance provided are for information purposes only. This is not approval to commence work. You must submit a "Scheduled Works" enquiry at the earliest opportunity and failure to do this may lead to disruption to your plans and works. Plant Protection will endeavour to provide an initial assessment within 14 days of receipt of a Scheduled Works enquiry and dependent on the outcome of this, further consultation may be required.

In any event, for safety and legal reasons, works must not be carried out until a Scheduled

Works enquiry has been completed and final response received.

Cadent is a trading name for: Cadent Gas Limited National Grid is a trading name for: National Grid is a trading name for: Registered Office: Ashbrook Court, Prologis Park, National Grid Electricity Transmission plc National Grid Gas Transmission plc Central Boulevard, Coventry CV7 8PE Registered Office: 1-3 Strand, London WC2N 5EH Registered Office: 1-3 Strand, London WC2N 5EH Registered in England and Wales, No 10080864 Registered in England and Wales, No 2366977 Registered in England and Wales, No 2006000

Your Responsibilities and Obligations

The "Assessment" Section below outlines the detailed requirements that must be followed when planning or undertaking your scheduled activities at this location.

It is your responsibility to ensure that the information you have submitted is accurate and that all relevant documents including links are provided to all persons (either direct labour or contractors) working for you near Cadent and/or National Grid's apparatus, e.g. as contained within the Construction (Design and Management) Regulations.

This assessment solely relates to Cadent Gas Limited, National Grid Electricity Transmission plc (NGET) and National Grid Gas Transmission plc (NGGT) and apparatus. This assessment does NOT include:

● Cadent and/or National Grid's legal interest (easements or wayleaves) in the land which restricts activity in proximity to Cadent and/or National Grid's assets in private land. You must obtain details of any such restrictions from the landowner in the first instance and if in doubt contact Plant Protection. ● Gas service pipes and related apparatus ● Recently installed apparatus ● Apparatus owned by other organisations, e.g. other gas distribution operators, local electricity companies, other utilities, etc.

It is YOUR responsibility to take into account whether the items listed above may be present and if they could be affected by your proposed activities. Further "Essential Guidance" in respect of these items can be found on either the National Grid or Cadent website.

This communication does not constitute any formal agreement or consent for any proposed development work; either generally or with regard to Cadent and/or National Grid's easements or wayleaves nor any planning or building regulations applications.

Cadent Gas Limited, NGGT and NGET or their agents, servants or contractors do not accept any liability for any losses arising under or in connection with this information. This limit on liability applies to all and any claims in contract, tort (including negligence), misrepresentation (excluding fraudulent misrepresentation), breach of statutory duty or otherwise. This limit on liability does not exclude or restrict liability where prohibited by the law nor does it supersede the express terms of any related agreements.

If you require further assistance please contact the Plant Protection team via e-mail (click here) or via the contact details at the top of this response.

Yours faithfully

Plant Protection Team

Page 2 of 6 ASSESSMENT

Affected Apparatus The apparatus that has been identified as being in the vicinity of your proposed works is:

● Low or Medium pressure (below 2 bar) gas pipes and associated equipment. (As a result it is highly likely that there are gas services and associated apparatus in the vicinity) ● Above ground gas sites and equipment

Requirements

BEFORE carrying out any work you must:

● Note the presence of an Above Ground Installation (AGI) in proximity to your site. You must ensure that you have been contacted by Cadent and/or National Grid prior to undertaking any works within 10m of this site. ● Carefully read these requirements including the attached guidance documents and maps showing the location of apparatus. ● Contact the landowner and ensure any proposed works in private land do not infringe Cadent and/or National Grid's legal rights (i.e. easements or wayleaves). If the works are in the road or footpath the relevant local authority should be contacted. ● Ensure that all persons, including direct labour and contractors, working for you on or near Cadent and/or National Grid's apparatus follow the requirements of the HSE Guidance Notes HSG47 - 'Avoiding Danger from Underground Services' and GS6 – 'Avoidance of danger from overhead electric power lines'. This guidance can be downloaded free of charge at http://www.hse.gov.uk ● In line with the above guidance, verify and establish the actual position of mains, pipes, cables, services and other apparatus on site before any activities are undertaken.

Page 3 of 6 GUIDANCE

Excavating Safely - Avoiding injury when working near gas pipes: http://www.nationalgrid.com/NR/rdonlyres/2D2EEA97-B213-459C-9A26- 18361C6E0B0D/25249/Digsafe_leaflet3e2finalamends061207.pdf

Standard Guidance

Essential Guidance document: http://www2.nationalgrid.com/WorkArea/DownloadAsset.aspx?id=8589934982

General Guidance document: http://www2.nationalgrid.com/WorkArea/DownloadAsset.aspx?id=35103

Excavating Safely in the vicinity of gas pipes guidance (Credit card): http://www.nationalgrid.com/NR/rdonlyres/A3D37677-6641-476C-9DDA- E89949052829/44257/ExcavatingSafelyCreditCard.pdf

Excavating Safely in the vicinity of electricity cables guidance (Credit card): http://www.nationalgrid.com/NR/rdonlyres/35DDEC6D-D754-4BA5-AF3C- D607D05A25C2/44858/ExcavatingSafelyCreditCardelectricitycables.pdf

Copies of all the Guidance Documents can also be downloaded from the National Grid and Cadent websites.

Page 4 of 6

ENQUIRY SUMMARY

Received Date 05/03/2019

Your Reference 24522

Location Centre Point: 425628, 305474 X Extent: 457 Y Extent: 394 Postcode: B79 0DX Location Description: Main Road

Map Options Paper Size: A4 Orientation: PORTRAIT Requested Scale: 2500 Actual Scale: 1:5000 (GAS) Real World Extents: 1010m x 1090m (GAS)

Enquiry Type Proposed Works

Activity Type Utility Works

Work Types Work Type: Plans Only

Page 6 of 6 Network Enquiry No : 180010771 Cadent Gas Limited Your Reference : B79 0DX National Gas Emergency Service - 0800 111 999* (24hrs) *calls will be recorded and may be monitored

SHYAM JOSHI Date : 7th March 2019 M-EC Contact : Performance and Support THE OLD CHAPEL Direct Tel : 0845 3666758 STATION ROAD Email : [email protected] HUGGLESCOTE www.cadentgas.com LEICESTERSHIRE LE67 2GB

Dear SHYAM, Re: Land Enquiry for Proposed Development Site at NEW SUPPLY, SCHOOL LANE, SHUTTINGTON, B79 0DX. Thank you for your enquiry which we received on 28th February 2019. I enclose details of Cadent Gas plant in the vicinity of your proposed supply. The nearest main with sufficient capacity is 13 metres from the site boundary and it is a Low Pressure main. Standard design pressures have been used. Refer to www.Cadentgas.com This Developer Enquiry response is a reflection of the network at the time delivered and is not a guarantee of gas flow or capacity due to the changing dynamics of the gas distribution network. If you wish to secure capacity and connect to the network please submit quotation Connections Request via the official connections route allowing for further analysis to verify the capability of the network again.

Plans attached: Yes

A copy of the Cadent Connections Charging Statement referenced in this letter can be found on Cadent's website: http://cadentgas.com/Get-connected If you require a printed version please contact us on the details provided above. I trust this meets with your requirements at this stage. If you have any queries please do not hesitate to contact Performance and Support on the above number.

Yours sincerely,

Claire Wilcox Design Specialist

Cadent Gas Limited Registered No.10080864 Letter Id: CRM013 Registered Address Ashbrook Court, Prologis Park, Coventry, CV7 8PE Page 1 of 1

APPENDIX F

Contact Us Mapping Enquiries: General Enquiries: All areas 0121 623 9780 All areas 0800 096 3080

Report damage immediately – KEEP EVERYONE AWAY FROM THE AREA 0800 6783 105

Date Requested: 21/02/2019 Job Reference: 14897918 Site Location: 425639 305507 Playing Field Requested by: Mr Shyam Joshi Your Scheme/Reference:Shuttington Exact Scales: 1:1250 Area or Circle dig site 1:500 Line dig site

Plans generated byDigSAFE Pro(tm) software provided byLinesearchbeforeUdig IMPORTANT NOTICES • This information is given as a guide only and its accuracy cannot be guaranteed. Services or recent additions to the network may not be shown . 81.4m • Cables, overhead lines & substations owned by other

PL 5 2x 25HYB US AR electricity network owners or private companies may be present and may not be shown. • You should always verify exact locations of cables PL R Ass Pos Hall using a cable locator and by careful use of hand tools

2x Ass Pos in accordance with HSE guidance note HSG47. PL3 • When working within 10m of any overhead electric

Ass line you should follow the requirements of HSE Pos 0.0225CU 2cAR Ass Pos Guidance Note GS6.

Ass Pos • For further advice on working near our electricity U/K 1ph 120CNE (LV) cables or lines, call our Contact Centre on 0800 096 Gas Gov 3080. 0.1 CU 11kV

depth15 0.80m 0.15AL (LV) Ass • Pos Advice should be sought from the Western Power Distribution Contact Centre for any work that is to

11a take place in proximity to 66kV or 132kV underground

95CNE (LV) PL10 25 Hyb cables and 66kV 132kV overhead lines – 0800 096 11 3080

Overhead Line Underground Cable PL

R PL Service LV

SJT 95 3c Al/Cu CNE HV (11kV) 11/2012 35 Hyb ASSASS POSPOS HV (33kV)

25 Hyb PL8 120CNE (LV) R SJT Ass US Route HV (66kV) Unknown 1ph Unknown Pos

3

HV (132kV)

SURF Telecoms Pilot Cables 2P1S B 25 Hyb AR 1A 4 SS PP Link Box

Oaklea R 1 Seale's 25 Hyb AR Brightwater 2P1S 95AL (LV) Pole Mounted 95AL (LV) Barn 35 Hyb AR PME Earth Ass Pos 70ABC (LV) Ass 0.1Cu (LV) Transformer Pos 0.1Cu (LV) U/K 1ph 2xAss 25 Hyb AR Ass Pos Pos 3 Site Location 33 35 Hyb AR PL R R 4mm Underground 35 Hyb AR 25 Hyb AR 5 2c 35 ABC Y Line/Area Ground Mounted

U/K 1ph E Earth

25 Hyb AR 2 Transformer Ass 0.15AL (LV) Pos 0.1Cu (LV) U/K 1ph 29 US Route 35 Hyb AR Unknown 0.1 CU 11kV U/K 1ph 25 Hyb AR 1P PL 5 LB R 25 Hyb 35 Hyb 0.15AL (LV) U/K 1ph 27 El 25 Hyb AR 0.1Cu (LV) PL TCB Route Y LE Unknown

0.06 4c CU Route Sub Sta Manor Unknown

PL2 25hyb Crown Copyright © All Rights Reserved. Ordnance Survey Licence R Farm 25 Hyb AR

0.1Cu (LV) 12 numbers: 100022488, 100024877 & 100021807. R 0.1 CU 11kV 35 Hyb AR Wessex

50 1 Stretton Ass WPD Copyright: This copy has been made by or with the authority of 185AL (LV) Pos 0.1Cu (LV) Court U/K 1ph 0.06 CU 11kV 1P 2 35 2c AR House Western Power Distribution (WPD) pursuant to Section 47 of the depth 0.80m Copyright Designs and Patents Act 1988 unless that Act provides a relevant 0.0225 4c CU 93/4189 (42D4763) depth 0.80m U/K 1ph 0.1Cu (LV) 2w 7/0.081 0 25 SHUTTINGTON50 exception to copyright the copy must not be copied without the prior 21 185 AL PIAS 11kV U/K 1ph 2w Unknown 5x185AL (LV) Tails permission of the copyright owner

19 metres35Al/CuCNE (LV) 0.06 CU 11kV WB Cable Warning: PDF designed for A3 colour print only with no page scaling. Cleated 2P1S 35 2c AR

2 35 2c AR

70CNE (LV) 0.06Cu 5c (LV) Cable 38 Cleated depth 0.80m 70ABC (LV)

L3 36 2w 7/0.081

L3 2P 20 2w 7/0.081 1

Hi Shyam,

Following your conversation with my colleague Sally today I can advise that the existing substation on Main Road, Shuttington should have sufficient spare capacity for the proposed site and therefore the budget estimate will not include costs to replace this. Once the analysis is complete we will be able to provide you with the proposed point of connection details and an estimate of the cost of connection works.

Kind regards

Amy Jennings MEng (hons) Planner, North Warwickshire Western Power Distribution Hammonds Way, Hinckley, Leicestershire LE10 3EQ

www.westernpower.co.uk

From: Jones, Rory Sent: 01 March 2019 15:57 - Subject: 3317282 - Budget Estimate, School Lane Shuttington

Good afternoon,

I have received your enquiry for 24 x plots at School Lane, Shuttington, Warwickshire, B79 0DX.

The enquiry has been raised under reference 3317282 and a budget estimate is due to be sent by 14/03/19 at the latest.

Kind regards,

Rory Jones Planning and Design Trainee, North Warwickshire

Western Power Distribution Hammonds Way Hinckley Leicestershire LE10 3EQ

Western Power Distribution (South West) plc / Western Power Distribution (South Wales) plc / Western Power Distribution (East Midlands) plc / Western Power Distribution (West Midlands) plc Registered in England and Wales Registered number: 2366894 (South West) / 2366985 (South Wales) / 2366923 (East Midlands) / 3600574 (West Midlands)

Registered Office: Avonbank, Feeder Road, Bristol, BS2 0TB

This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.

If you have received this email in error please notify [email protected]

APPENDIX G

Ultrafast fibre connections on sites with fewer than 30 premises

We want everyone in the country to benefit from an ultrafast Fibre to the Premises (FTTP) connection, and providing new build homes with the infrastructure needed to deliver this service is something we offer to every housebuilder regardless of the size of your site.

Although we can offer a free full fibre install to sites with 30 homes or more, we aim to make sites below 30 as affordable as possible. We’ve reworked our existing rate card to offer an improved pricing structure all the way down to two homes, lowering the amount you as a developer needs to contribute to enable an ultrafast fibre install.

The more homes you build the lower your contribution will be, but we believe that every size of site will benefit from installing a full fibre network.

Benefits of full fibre infrastructure for smaller builders

Improved house value

Studies have shown that a high quality broadband connection can increase the value of a house by up to 1% by providing the connectivity modern homebuyers demand. With bandwidth usage in modern homes increasing by 40% year on year, providing a modern fibre network will fulfill the data needs of potential buyers and provide an attractive benefit for your sales pitch.

Futureproof infrastructure for the modern home

We’re not the only ones who believe fibre is the future for connectivity in the UK. The government has recently outlined it’s plan to reduce traditional copper cable usage, with the existing copper network eventually being removed and the nation’s phone calls and broadband running exclusively on fibre. Installing full fibre in your new builds means your houses will be futureproofed ready for the UK to be a fibre nation. Our fibre cables are also ready to take the products communications providers will be offering in the years to come, meaning homeowners can upgrade to brand new services quickly and easily.

Open access with great choice

An Openreach full fibre network is open access, which means that any communications provider can run their broadband service over the fibre we install. Numerous providers have already signed up to provide ultrafast broadband, with more on the way as demand for faster speeds and greater data usage increases. This gives your potential buyers a wide range of product choices ready to order on the day they move in.

The rates Number of plots Your contribution per Total cost to you plot 2 £3,172 £6,344 3 £2,337 £7,011 4 £1,852 £7,408 5 £1,527 £7,635 6 £1,291 £7,746 7 £1,110 £7,770 8 £965 £7,720 9 £846 £7,614 10 £747 £7,470 11 £662 £7,282 12 £588 £7,056 13 £524 £6,812 14 £467 £6,538 15 £415 £6,225 16 £369 £5,904 17 £328 £5,576 18 £290 £5,220 19 £255 £4,845 20 £223 £4,460 21 £193 £4,053 22 £166 £3,652 23 £140 £3,220 24 £116 £2,784 25 £94 £2,350 26 £73 £1,898 27 £53 £1,431 28 £35 £980 29 £17 £493

Register your site

We want to work with you from the earliest possible stage of your new development. Make sure you register your site with us as soon as possible and we’ll help you with your full fibre network deployment so you get the equipment and support you need, when you need it.

Click here to register your site

M-EC Consulting Development Engineers Virgin Media The Old Chapel Field Services Station Road Units 1-12 Hugglescote Broad Lane Leicestershire Mayfair Business Park LE67 2GB Bradford Yorkshire BD4 8PW

Tel: 0870 888 3116 Opt 2 Fax: 01268 468557

Plant Enquiry Ref: VM.1129318 Your Letter Date: 28.02.2019 Your Ref: 24522 Date: 02.03.2019

Dear Sir /Madam

Enquiry Location: School Lane, Shuttington, Warwickshire, B79 0DX

Thank you for your enquiry regarding work at the above location.

Virgin Media and Viatel plant should not be affected by your proposed work and no strategic additions to our existing network are envisaged in the immediate future.

Should your request be in relation to a New Development and you require an estimate to be prepared for Virgin Media to service your proposed development, please submit this request for costs along with site drawings (scale 1:500) to:

Virgin Media New Build Virgin Media 1 Dove Wynd Strathclyde Business Park Bellshill ML4 3AL

This information is only valid on the date of issue. If your start date is 3 months or more from the date of this letter, please re-apply for updated information.

Yours faithfully,

National Plant Enquiries Team email: [email protected]

Please note: National Plant Enquiries Team (Bradford) cover and respond to plant enquiries for all ex ntl:Telewest franchise areas.

(c) Crown copyright and database rights 2019 Ordnance Survey 100019209 Date: 02/03/19 Scale: 1:2357 Map Centre: 425642,305500 Data updated: 11/01/19 Telecoms Plan A4

Important Information - please read The purpose of this plan is to identify Virgin Media apparatus. We have [email protected] tried to make it as accurate as possible but we cannot warrant its accuracy. In addition, we caution that within Virgin Media apparatus there may be instances where mains voltage power cables have been placed inside green, rather than black ducting. Further details can be found using the "Affected Postcodes.pdf", VM.1129318 which can be downloaded from this website. Therefore, you must not rely solely on this plan if you are carrying out any excavation or other works in the vicinity of Virgin Media apparatus. The actual position of any underground service must be verified by cable detection equipment, etc. and established on site before any mechanical plant is used. Accordingly, unless it is due to the negligence of Virgin Media, its employees or agents, Virgin Media will not have any liability for any omissions or inaccuracies in the plan or for any loss or damage caused or arising from the use of and/or any reliance on this plan. This plan is produced by Virgin Media Limited (c) Crown copyright and database rights 2019 Ordnance Survey 100019209. Civil Engineering Transport Road Safety Flood Risk & Drainage Structures Geo-environmental M-EC Acoustic Air Utilities M-EC Geomatics Street Lighting Expert Witness

Birmingham Brighton Leeds Leicester Milton Keynes Nottingham

T: 01530 264 753 [email protected] www.m-ec.co.uk

Consulting Development Engineers Appendix 4

PAGE 14

Flood Risk Assessment

Development on Land South of Shuttington Village Hall, Main Road, Shuttington. Written for Mr. R Arnold and Mrs. R Bell

Flood Risk Transportation Engineering

Written by Residential & Commercial Engineering Ltd Unit 17, Lakeside Business Park, Walkmill Lane, Cannock, WS11 0XE T: 01922 411522 E: [email protected] Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

REVISION STATUS

Document / Report RACE / FG / MRS / FRA 1 Number

Status Revision Date of Author Checked Approved Issue For Issue # December D. Hughes R. Holden 2018 Revised 1 February D. Hughes R. Holden 2019

February 2019 RACE/DBH/MRS/FRA1 Rev 1 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

TABLE OF CONTENTS

1 EXECUTIVE SUMMARY...... 1

2 INTRODUCTION ...... 2 2.1 Planning Guidance Note 25 ...... 2 2.2 Planning Policy PARAGRAPHS 155 - 165 ...... 3 2.3 Other Relevant Policy and Guidace ...... 3 2.4 The Environment Agency & Warwicksire CC ...... 4 2.5 Existing Site ...... 4 2.6 Proposed Site ...... 5

3 POTENTIAL SOURCES OF FLOODING ...... 6

4 DEVELOPMENT DRAINAGE ...... 7 4.1 Existing Run-off Rates & Supporting Calculations ...... 7 4.2 STW Sewer Capacity Checks ...... 8 4.3 Surface Water Drainage Hierarchy ...... 8 4.4 Proposed Run-off Rates & Supporting Calculations ...... 9 4.5 Storage Required & How Each SUDs Element Selected will be Accommodated Within the Final Engineering Design ...... 10 4.6 SUDs – Sequential Test & Methods Selected for the Proposed Site ...... 11 4.7 Flood Zone of the Proposed Development & Protection Measures...... 14 4.8 Dry Escape Route ...... 14 4.9 Assessment of Development Site...... 15

5 CONCLUSIONS ...... 16 5.1 Summary and Recommendations ...... 16

February 2019 RACE/DBH/MRS/FRA1 Rev 1 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

TABLES

Table 2-1 Recommended National Precautionary Sensitivity Ranges for Peak Rainfall Intensities in Small and Urban Catchments ...... 2 Table 3-1 Sources of Flooding ...... 6 Table 4-1 – Surface Water Discharge ...... 7 Table 4-2 Urban Creep ...... 9 Table 4-3 Attenuation Volumes ...... 10 Table 4-2 Flood Risk ...... 13 Table 4-3 Risk of Flooding ...... 13

APPENDICES

APPENDIX A - Topographical Survey APPENDIX B – Site Location Plan APPENDIX C – EA and WCC Flood Mapping Information APPENDIX D – Geology of Britain APPENDIX E – Calculation of Site-Specific Greenfield Runoff Rate APPENDIX F – Available STW Information APPENDIX G – Proposed Drainage Strategy

February 2019 RACE/DBH/MRS/FRA1 Rev 1 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

1 EXECUTIVE SUMMARY

1.1.1 Residential and Commercial Engineering Ltd have been requested to carry out a flood risk assessment with regards to the proposed planning application for the construction of up to 24 residential dwellings on a Greenfield site, off Main Road, Shuttington.

1.1.2 This Report discusses the risk of flooding to the site and potential consequences. It then assesses the development proposals and the impact of flooding on these. Future ground levels and drainage proposals are also considered as part of the assessment.

1.1.3 Methodology - A detailed assessment including the preparation of preliminary drainage calculations and reviewing the surface water drainage hierarchy was carried out to ensure compliance with relevant guidance and to ensure a minimal risk of flooding, whilst providing a drainage strategy to inform any following detailed engineering designs. The methodology of this report (including outflow rates & SUDS strategies) should be adhered to during any subsequent detailed engineering designs.

CONCLUSIONS

1.1.4 The assessment shows that the proposed development can be accommodated in its proposed location with a no further risk of flooding to the development site and no increase in risk of flooding to adjacent properties whilst maintaining the existing Greenfield flow rates from the proposed site to the downstream network.

1.1.5 There will be no significant increase in flood risk due to the construction of the proposed development and there should be no reason to refuse the planning application on the grounds of flood risk.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 1 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

2 INTRODUCTION 2.1 PLANNING GUIDANCE NOTE 25

2.1.1 With the publication of the ‘National Planning Policy Framework’ (NPPF) in July 2018 it became a requirement that all affected planning applications be accompanied by a site-specific flood risk assessment.

2.1.2 The Technical Guidance to the National Planning Policy Framework (NPPF-TG) provides additional guidance to ensure the effective implementation of the planning policy as set out in the NPPF and retains key elements of Planning Policy paragraphs 155 - 165: Planning and Flood Risk

2.1.3 The NPPF-TG requires a site-specific flood risk assessment (FRA) to assess the risk to a development site and demonstrate how flood risk from all sources of flooding to the development itself and flood risk to others will be managed now, and taking climate change into account.

2.1.4 The NPPF-TG requires that climate change is taken into account in assessing the flood risk for developments. Table 5 of the NPPF-TG provides sensitivity ranges which may provide an appropriate precautionary response to the uncertainty about climate change impacts on rainfall intensities and river flows. The table (adapted to demonstrate effects on rainfall intensity) is shown below:

Table 2-1 Recommended National Precautionary Sensitivity Ranges for Peak Rainfall Intensities in Small and Urban Catchments

Applies across Total potential change Total potential change Total potential change all of England anticipated for the anticipated for the anticipated for the ‘2020s’ (2015 to 2039) ‘2050s’ (2040 to 2069) ‘2080s’ (2070 to 2115)

Upper end 10% 20% 40%

Central 5% 10% 20%

2.1.5 The design horizon of the proposed development is beyond 2085 and therefore in accordance with the above table, peak rainfall intensity has, where applicable, been increased by 40% to represent anticipated worst-case climate change.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 2 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

2.2 PLANNING POLICY PARAGRAPHS 155 - 165

2.2.1 Paragraphs 155 – 165 of the National Planning Policy Framework (NPPF) relate to planning and flood risk issues. Paragraph 163 indicates when a site-specific Flood Risk Assessment needs to be produced to support planning applications. Paragraph 165 requires that Sustainable Drainage should be incorporated on such sites, unless there is clear evidence that this is inappropriate. This Flood Risk Assessment follows the guidelines included within NPPF paragraphs 155 - 165.

2.3 OTHER RELEVANT POLICY AND GUIDACE

2.3.1 Environment Agency & other supporting governing bodies provide guidance notes in order to produce flood risk assessments which consist of the following documents:

▪ NPPF & NPPF-TG

▪ CIRIA 552 (SUDs Design Manual for England and Wales)

▪ CIRIA 523 (SUDs Best Practice Manual

▪ CIRIA 753 (The SUDs Manual)

▪ CIRIA 624 (Flood Risk Assessment Toolkit)

▪ IOH24 – Flood Estimation for Small Catchments

▪ Modified Rational Method & Rational Method

▪ Local Land Drainage Team – Drainage Requirements

2.3.2 The guidance notes have been reflected throughout this report in order to assess and provide a suitable Sustainable Urban Drainage Design System (SUDS) where possible.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 3 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

2.4 THE ENVIRONMENT AGENCY & WARWICKSIRE CC

2.4.1 The Environment Agency is a statutory consultee for all planning applications and will provide comments and recommendations to planning authorities for any development over 1 ha or within a floodplain.

2.4.2 The Environment Agency has issued Local Authorities with indicative Flood Plain maps as a guide to the extent of the existing flood plains. In this study we have found, by retrieving plans from the Environments Agency’s Web Site, that the site lies within an area that is considered as low risk, falling within the EA category of 0.1% (1 in 1000) or less, as referred to in PPS 25. This takes into account the effect of any flood defences that may be in the area.

2.4.3 The EA would be looking for SUDS to be considered at all times during the site designs, therefore please refer to section 4 to review the final SUDS requirements to be incorporated within the final engineering designs.

2.4.4 It is also noted that Warwickshire County Council (LCC) Local Drainage Officers require all the development to reflect Greenfield run-off rates along with the introduction of Sustainable drainage techniques. This is reflected within section 4 of this report.

2.5 EXISTING SITE

2.5.1 The existing site comprises of a Greenfield area with no associated positively drained buildings, approximately 1.13 Ha in area. This existing site is bordered by the following;

▪ North – The North of the proposed development is the Shuttington and Alvecote Parish Hall with associated playing fields.

▪ East – The adopted highway Main Road forms the Eastern boundary of the site and access to the site will be from this road.

▪ South – The South of the proposed development in bound by buildings and yard associated with LG Autos.

▪ West – The West of the proposed development is bound by Greenfield arable land.

It should be noted as a general note the majority of the site is bound by trees and hedges.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 4 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

2.6 PROPOSED SITE

2.6.1 The proposed development is for up to 24 dwellings consisting of houses along with associated parking, garden areas and amenity space on the existing site.

2.6.2 The proposed site will gain access from Main Road and will be developed in accordance with the local authority’s standards.

2.6.3 The proposed development will be outfalled based on the worst case scenario for outfall rates. As discussed in further detail in Section 4 the site was assessed using different methods for calculating proposed outfall rates. When assessing the results it was deemed that WINDES’s ICP SUDS provided the worst case result and therefore this site has been progressed on this basis.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 5 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

3 POTENTIAL SOURCES OF FLOODING Table 3-1 Sources of Flooding Fluvial Flooding (Rivers and Sea) Flood Risk Rating Low

3.1.1 The Environment Agency (EA) Fluvial Flood Map shows the site to be within Flood Zone 1. Zone 1indicates an Annual Exceedance Probability (AEP) of not greater than 0.1% (Probability 1 in 1000 year) flood risk – Low Probability.

Residential developments are classified as “more vulnerable” developments in the current National Planning Policy Framework (NPPF). Developments of this “more vulnerable” nature are considered appropriate in Flood Zone 1.

3.1.2 As the site is situated within EA Flood Zone 1 and there is no history of flooding at the site, it is considered all access and egress routes to the site are safe.

Groundwater Flooding Flood Risk Rating Low

3.1.3 There are currently no records indicating that the site is susceptible to groundwater flooding. The WCC SFRA indicates a less than 25% chance of groundwater flooding in this area.

3.1.4 Based on the above it is considered that the risk of flooding from groundwater is low.

Pluvial Flooding (Surface Water) Flood Risk Rating Low

3.1.5 It is noted when looking at the EA maps for flooding that the site does not appear to be affected by surface water flooding. It will be proposed that the site is to be positively drained which will alleviate the risk of surface water flooding.

3.1.6 Based on the above it is considered that the risk of flooding from surface water is low.

Sewer Flooding Flood Risk Rating Low

3.1.7 STW have not highlighted any issues with sewer flooding and the WCC SFRA indicates no known sewer flooding issues in the area.

3.1.8 Based on the above it is considered that the potential risk of flooding from existing and proposed sewers is low.

Flooding from Other Sources Flood Risk Rating Low

3.1.9 Based on a review of the EA reservoir inundation maps and the Ordnance Survey mapping of the area around the site it is considered that the site is not at significant risk of flooding from artificial sources such as reservoirs and canals.

3.1.10

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 6 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

4 DEVELOPMENT DRAINAGE 4.1 EXISTING RUN-OFF RATES & SUPPORTING CALCULATIONS

4.1.1 In Appendix A there is a copy of the existing Topographical information for the development site. The overall developable site area of 1.113 Ha, which is Greenfield, thus this FRA has been undertaken on this basis.

4.1.2 Based on the ICP IH124 WINDES model using the site’s impermeable area 0.632 Ha (not including UC) the site specific Qbar greenfield runoff rate has been calculated and shown in Table 4-1 (See Appendix E for calculations).

4.1.3 It should be noted in order to make sure the site is designed against the worst-case scenario; discharge rates were calculated using Greenfield run off (5.0 l/s/Ha)/IH124 & finally using the ICP IH124 WINDES model. Looking at all three results it was determined the site would be discharged using the outfall rate shown below in the ICP IH124 WINDES results (Lowest discharge rate thus preparing for the worst case scenario, and therefore further reducing the risk of flooding).

4.1.4 Therefore, in conclusion the existing run-off rate below which would attenuate the 1 in 100 year storm event plus 40% Climate Change based on the site specific proposed impermeable area.

Table 4-1 – Surface Water Discharge 4.1.5 Developable Site4.1.6 Area 1.113 Ha

4.1.7 Impermeable Area4.1.8 0.632 Ha (Not including Urban Creep)

4.1.9 Site Outfall Rate4.1.10 2.8 l/s

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 7 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

4.2 STW SEWER CAPACITY CHECKS

A full STW developer enquiry response has been received. They have applied their standard response regarding storm water sewerage. Stating that the method of drainage via infiltration or ditch courses should be used over the existing sewerage network. They suggest foul can be discharged by gravity to the existing Foul Sewer in Main Road.

4.3 SURFACE WATER DRAINAGE HIERARCHY

4.3.1 Surface water management should be a consideration on any site in order to ensure that surface water is managed in accordance with the NPPF and PPG, the use of Sustainable drainage systems is a requirement on all developments. Sustainable drainage systems are designed to control surface water run off close to where it falls and mimic natural drainage as closely as possible. They provide opportunities to:

▪ Reduce the causes and impacts of flooding;

▪ Remove pollutants from urban run-off at source;

▪ Combine water management with green space with benefits for amenity, recreation and wildlife.

4.3.2 Generally, the aim should be to discharge surface run off as high up the following hierarchy of drainage options as reasonably practicable:

▪ Into the ground (infiltration);

▪ To a surface water body;

▪ To a surface water sewer, highway drain, or another drainage system;

4.3.3 At the time of completing this report, no ground investigation tests or infiltration tests had been completed on the site. Based on this as a standard approach we assess the “Geology of Britain” to see what typical ground conditions are associated with the site and to assess if any boreholes have been taken near the proposed development. Unfortunately, no nearby borehole data was available. Bedrock consists of Pennine Middle Coal Measures Formation and superficial geology is Thrussington Member – Diamicton clay in the area. This would indicate that ground infiltration is unlikely to be a viable option for discharge, however this would need to be clarified during a ground investigation test. On this basis we have disregarded infiltration as a primary outfall option until further results area available.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 8 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

4.3.4 The drainage strategy plan has included an attenuation basin which will act as a SUDS storage and treatment feature. This basin has been sized on the basis of discharging at green field Qbar rates to a ditch on the East side of Main Road and of being capable of storing the 100yr + 40% storm volumes within the site.

4.3.5 The drainage ditch on the east of Main Road is the closest available watercourse to discharge to from the site and looks to be in good condition and capable of taking the proposed flows.

4.3.6 We would suggest the proposed site surface water sewers be adopted by STW and this will need to be confirmed by them via a developer enquiry during the detailed design stage.

4.4 PROPOSED RUN-OFF RATES & SUPPORTING CALCULATIONS

4.4.1 The following paragraph gives a detailed breakdown of the calculations used to determine the proposed run-off for the development site, as follows:-

4.4.2 Based on this the total proposed impermeable area of the development totals 0.632 Ha. In addition, (and in accordance with Warwickshire CC guidance), an allowance should be made for urban creep in order that minor future increases in impermeable area (such as conservatories etc) will be considered in the design. The principles for setting the value of urban creep is based on the table below:-

Table 4-2 Urban Creep Residential development density, Change allowance % of impermeable Dwellings per hectare area 25 10 30 8 35 6 45 4 50 2 Flats & apartments 0

4.4.3 Based on the above, and a development of up to 24 residential units, a 10% allowance for urban creep should be incorporated within the design. Due to the layout not yet being confirmed this report has been designed to allow for a 10% urban creep factor to cover any minor design amendments. The total proposed impermeable area of the development totals 0.695 ha (including a 10% allowance for urban creep) which will therefore accommodate any minor layout changes during the planning process.

4.4.4 Therefore, based upon the above criteria, for the proposed site needs to be restricted to equivalent greenfield run-off as calculated in section 4.1.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 9 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

4.4.5 The surface water from the proposed site will be controlled to achieve the aforementioned maximum flow rate against the 1 in 30-year storm events and will also be designed to not flood on a 1 in 100-year storm + 40% increase, (to accommodate climate change).

4.4.6 Based on the above calculations quoted within Section 4.1, the proposed site would increase flows (if uncontrolled) against the required runoff rates. However, in accordance with WCC & EA guidelines, the site would require SUDS and drainage controls to ensure this maximum flow rate is achieved to return flows back to the calculated Greenfield runoff rates and to also assist with water quality discharge from the proposed site.

4.4.7 Finally, it is noted that within any detailed designs, the designer should ensure that the proposed site would not flood any property against a 1 in 100 year storm + 40% increase in flows to accommodate for climate change.

4.5 STORAGE REQUIRED & HOW EACH SUDS ELEMENT SELECTED WILL BE ACCOMMODATED WITHIN THE FINAL ENGINEERING DESIGN

4.5.1 Based on the above calculations, Using the calculated run-off rate of 2.8 l/s against a 1 in 100year + 40% for climate change flow rate event and the sites proposed impermeable area to run a quick storage estimate programme in Micro-Drainage, this would equate to the site requiring the approximate on-site attenuation volumes shown within Table 4-3. The input data and results of these calculations can be seen within Appendix H (Microdrainage Calculations). This calculation together with the drainage strategy plan (Appendix G) therefore proves “that it will be feasible to balance surface water run-off to the greenfield run-off rate (or better) for all events up to and including the 1 in 100 year storm, including 40% for climate change, and set out how this will be achieved”.

Table 4-3 Attenuation Volumes 4.5.2 MicroDrainage Quick Storage Estimate

4.5.3 Impermeable Area 4.5.4 0.695 Ha (with UC)

4.5.5 Site Outfall Rate 4.5.6 2.8 l/s

4.5.7 Minimum Attenuation Volume 4.5.8 466 m³

4.5.9 Maximum Attenuation Volume 4.5.10 625 m³

4.5.11 Finally, in order to prove that the potential volume could be accommodated within the proposed layout, please refer to Appendix G (the Drainage Strategy Plan), which indicates where each SUDS element has been considered and could be used, along with consideration to any potential reducing factors to the proposed impermeable areas or storage potentials.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 10 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

4.6 SUDS – SEQUENTIAL TEST & METHODS SELECTED FOR THE PROPOSED SITE

4.6.1 Under the NPPF it is a requirement to locate development proposals in an area of lowest risk. As such, various types of development have been classified as to their vulnerability, and tables 2 and 3 of the NPPF-TG set out the type of development that is acceptable within each of the risk zones. Proposed residential use is categorised as “More Vulnerable” in accordance with tables 2 and 3, and acceptable in Flood Zone 1 without any restrictions. Due care is however to be given to ensure that the proposals do not result in an increase in flood risk to surrounding properties.

4.6.2 As all the residential development lies within the area of Flood Zone 1 an Exception Test is not required for the site.

4.6.3 With regards to Sustainable drainage it is proposed to introduce a number of methods within the drainage scheme. The proposed method will be via an attenuation pond (incorporating a low flow channel) and probably permeable paving.

4.6.4 The following table should be reflected as & where possible within the detailed engineering design, to ensure all SUDS options are carefully considered. This table is formulated against the proposed site, while giving specific consideration to the weighting for each potential SUDS train element that can be employed for use for the proposed site, through the use of micro- drainage. It highlights and lists with specific regards to order of weighing each potential SUDS element to select within the detailed designs.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 11 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

4.6.5 To summarise, it is expected (as highlighted on the plan within Appendix G), that an attenuation pond and permeable paving would form the SUDS elements of the proposed drainage scheme for the development. The detailed drainage designer must ensure a minimum of two treatment trains are used within the proposed drainage scheme.

4.6.6 The future management of any SUDS feature needs to be considered, as to whether they will by adopted by the Water Authority (STW), the Local Authority or maintained privately by a suitably employed management company. Based on the use of an open attenuation pond, and with the introduction of Sewers for Adoption 8th Edition in 2019, it is likely that these elements will be offered initially to Severn Trent Water.

4.6.7 It is noted the final detailed engineering design should be submitted and approved by WCC land drainage team (LLFA), to ensure the final proposals are in line with this Flood Risk Assessment. The applicant will ask Severn Trent to requisition a sewer to cross the main road to outfall into the roadside ditch. This ditch is in the ownership of the applicant, as they also own the field opposite.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 12 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

NATIONAL PLANNING POLICY FRAMEWORK

4.6.8 As stated in section 1, NPPF (Paragraphs 155 – 165) replaced the Planning Policy Statement 25 guidance notes produced by the Communities & Local Government.

4.6.9 The guidelines use the sequential test and the risk based approach to flood risk and development. Therefore the below two tables indicate the Flood Risk & Risk of Flooding elements. Again as the residential development is only situated within the area of Flood Zone 1, this is what has been used against the selection criteria.

Table 4-2 Flood Risk Flood Risk Vulnerability Classification Flood Essential Highly More Less Water Zones Infrastructure Vulnerable Vulnerable Vulnerable Compatible Zone 1 ✓ ✓ ✓ ✓ ✓ Zone 2 ✓ ✓ ✓ ✓ Zone 3a Exception  Exception ✓ ✓ Test Required Test Required Zone 3b Exception    ✓ Test Required ✓ Development is appropriate  Development should not be permitted

Table 4-3 Risk of Flooding Sources of Potential Comments Flooding High Medium Low Fluvial (Rivers) ✓ The whole site is located within Flood Zone 1 (Low probability). Tidal / Coastal ✓ The site is located within the central regions of the country; therefore there is no risk of tidal flooding Pluvial (Drainage ✓ Low probability as the drainage will Systems) be designed to accommodate a 1 in 100year storm event + 40% for climate change without flooding properties Surface Run-off ✓ Area of impermeable material mitigated through use of appropriately sized drainage systems Ponding ✓ Proposed site levels will prevent and avoid any potential ponding issue Groundwater ✓ No apparent groundwater flood risk. No existing/proposed basements

4.6.10 It is also noted from the flood maps available that the proposed residential development site lies within Flood Zone 1 and therefore falls within the Low Risk of Flooding.

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 13 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

4.7 FLOOD ZONE OF THE PROPOSED DEVELOPMENT & PROTECTION MEASURES

4.7.1 Based on the result of this flood risk assessment the site falls within Flood Zone 1 in accordance with NPPF sequential Characterisation of Flood Risk Zones for the area which is proposed to have residential build upon it. This means that the site is characterised as little or No Risk with the annual probability of a river nearby flooding less than 0.1% (1 in 1000 year possibility or less).

4.7.2 There is a low risk from other flood sources therefore no mitigation will be required, above that provided by the proposed suitably designed attenuated system, incorporating SUDS options where feasible and controlling flows to green field runoff.

4.7.3 Based on the above no constraints should be imposed for the proposed development based on this criterion.

4.8 DRY ESCAPE ROUTE

4.8.1 As can be seen in Appendix C, the flood zone map the proposed residential site is not within the area of flood. Therefore, the proposed access points (vehicular & pedestrian links) would provide the dry escape route should one be needed, as can be accurately reflected from the mapping attached in the EA responses within the appendices. The proposed site will provide a dry escape route should one be required.

4.8.2 It is considered that the measures described above provide adequate protection against flooding.

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4.9 ASSESSMENT OF DEVELOPMENT SITE

4.9.1 During the planning processes an assessment to why the proposed site should be developed is required, in order to support the planning application. Therefore the following items assisted in supporting the proposed development and consequently provided the reasoning to pursue the development of the proposed site:-

▪ The proposed building area of the proposed site lies outside a flood zone, or within the 1 in 1000 year flood line, therefore should not be constrained for any attached issues.

▪ Flows from the proposed site would be controlled to equivalent greenfield runoff rates.

▪ SUDS would be introduced, where possible, within the final engineering design for the proposed site, which would further reduce flows from the proposed site in normal conditions and would assist in ensuring flows pass through a minimum of two treatment trains to assist in the water purification & quality process.

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5 CONCLUSIONS 5.1 SUMMARY AND RECOMMENDATIONS

5.1.1 As the proposed residential proposals lies outside any existing flood zones, the site would not be constrained.

5.1.2 Based on the calculations given the proposals would ensure that there is no impact upon the current drainage across the site and within the surrounding area – in line with standard WCC runoff rate requirements. Also, climate change & urban creep has been considered within the calculations.

5.1.3 Runoff rates will be maintained at the existing Greenfield run-off rate as calculated by using the sites impermeable area using the WINDES IH124 ICP-SUDS methodology.

5.1.4 A minimum of two SUDS treatment trains will be introduced into the proposed drainage scheme, which will assist in treatment of the storm water.

5.1.5 Depending on the final location of the potential storage outlined in section 4, maintenance will be undertaken by management companies by agreement or other adopting authority. Arrangements and terms are to be finalised at the detail design stage, by the developer.

5.1.6 Based on the calculations & discussions within this report, the proposals would ensure that there is no impact upon the current drainage systems of flood areas across & nearby to the site and within the surrounding area.

END OF REPORT

February 2019 RACE/DBH/MRS/FRA1 Rev 1 P a g e | 16 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

APPENDIX A - Topographical Survey

A0

1:20 - 0 200mm 400mm 600mm 800mm 1000 1200 1400 1600 1800 2000 1:100- 0 1m 2m 3m 4m 5m 6m 7m 8m 9m 10m

1:50 - 0 1m 2m 3m 4m 5m

1:5 - 0 100mm 200mm 300mm 400mm 500mm SLOW

Station Easting Northing Level S2 425604.245 305472.597 79.765 S3 425607.142 305419.225 80.230 S4 425672.448 305447.012 78.063 S5 425715.193 305471.934 77.345 S10 425716.063 305492.097 76.913 S2A 425662.483 305456.649 78.549 S2B 425695.011 305485.796 77.675 S3.1 425548.445 305406.596 81.702 S3.2 425569.529 305411.932 81.335 S3A 425499.420 305387.260 82.496 A0

1:20 - 0 200mm 400mm 600mm 800mm 1000 1200 1400 1600 1800 2000

1:100- 0 1m 2m 3m 4m 5m 6m 7m 8m 9m 10m

1:50 - 0 1m 2m 3m 4m 5m 1:5 - 0 100mm 200mm 300mm 400mm 500mm

SLOW

30 SLOW

Station Easting Northing Level S2 425604.245 305472.597 79.765 S3 425607.142 305419.225 80.230 S4 425672.448 305447.012 78.063 S5 425715.193 305471.934 77.345 S10 425716.063 305492.097 76.913 S2A 425662.483 305456.649 78.549 S2B 425695.011 305485.796 77.675 S3.1 425548.445 305406.596 81.702 S3.2 425569.529 305411.932 81.335 S3A 425499.420 305387.260 82.496 Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

APPENDIX B – Site Location Plan

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

APPENDIX C – EA and WCC Flood Mapping Information

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

MAIN RIVER FLOODING

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

SURFACE WATER FLOODING

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

RESERVOIRS

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

WARWICKSHIRE COUNTY COUNCIL GROUNDWATER DATA

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

WARWICKSHIRE COUNTY COUNCIL SEWER FLOODING DATA

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

APPENDIX D – Geology of Britain

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

APPENDIX E – Calculation of Site-Specific Greenfield Runoff Rate

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

APPENDIX F – Available STW Information

RAC-E Ltd Unit 17 Severn Trent Water Ltd Lakeside Business Park Leicester Water Centre Gorse Hill Walkmill Lane Anstey Cannock Leicester WS11 0XE LE7 7GU

Tel: 02477 716843

FAO Dave Hughes www.stwater.co.uk 09th November 2018 [email protected]

Contact: Asif Mussa Dear Dave Hughes Your ref: Proposed Residential Development (24 dwellings) Land at: Our ref: 8332487 Main Road, Tamworth (425630,305494).

I refer to your Development Enquiry Request submitted in respect of the above site. Please find enclosed the sewer records that are included in the fee together with the Supplementary Guidance Notes (SGN) referred to below.

Public Sewers in Site – Required Protection According to our sewer records there are no public sewers within the site boundary. Due to a change in legislation on 1 October 2011 there may also be former private sewers on the site which have transferred to the responsibility of Severn Trent Water Ltd, which are not shown on the statutory sewer records, but are located in your client’s land. These sewers would have protective strips that we will not allow to be built over. If such sewers are identified to be present on the site, please contact us for further guidance.

Foul Water Drainage The sewer records show a 150mm public combined water sewer to the East of the site. A gravity foul connection for the proposed site could be accommodated in this sewer. Please be advised that a new connection could be made to manhole 7401 or to a new manhole in this area, subject to a formal S106 connection approval (see later).

Surface Water Drainage Under the terms of Section H of the Building Regulations 2000, the disposal of surface water by means of soakaways should be considered as the primary method. If this is not practical and no watercourse is available as an alternative, the use of sewerage should be considered. In addition, other sustainable drainage methods should also be explored before a discharge to the public sewerage system is considered.

In the event that following testing, it is demonstrated that soakaways would not be possible on the site; satisfactory evidence will need to be submitted. The evidence should be either percolation test results or a statement from the SI consultant (extract or a supplementary letter). This would satisfy SGN1 (enclosed).

Your plans show that surface water from the site will discharge to the nearby ditch.

New Connections For any new connections (including the re-use of existing connections) to the public sewerage system, you will need to submit a Section 106 application form. Our New Connections department are responsible for handling all such enquiries and applications. To contact them for an application form and associated guidance notes please call 0800 7076600 or download from www.stwater.co.uk.

Please quote 8332487 in any future correspondence (including e- mails) with STW Limited. Please note that ‘Development Enquiry’ responses are only valid for 6 months from the date of this letter.

Yours sincerely,

Asif Mussa Wholesale Operations - Asset Protection (East) Sewer Node Sewer Pipe Data INV LEVEL INV LEVEL MAX MIN YEAR REFERENCE COVER LEVEL UPSTR DOWNSTR PURP MATL SHAPE SIZE SIZE GRADIENT LAID SK25055401 81.38 79.92 79.50 C VC C 150 nil 140.98 nill SK25055501 79.86 78.17 77.15 C U C 150 nil 84.75 nill SK25056302 81.57 80.70 79.94 C VC C 150 nil 96.71 nill SK25056501 76.96 76.33 75.76 C VC C 150 nil 70.72 nill SK25056502 79.08 77.13 76.35 C VC C 150 nil 88.91 nill SK25057401 77.22 76.29 74.93 C VC C 150 nil 38.41 nill SK25057501 75.97 74.83 72.88 C VC C 150 nil 43.01 nill SK25057503 76.64 75.74 74.84 C VC C 150 nil 41.29 nill

Abandoned Gravity Sewer Culverted Watercourse Blind Shaft Sewer Chemical Injection Point MATERIALS CATEGORIES Severn Trent Water Limited Private Combined Gravity Sewer Cable, Earthing Asset Data Management Combined Use Manhole Sewer Junction - - NONE PO Box 5344 AC - ASBESTOS CEMENT Private Foul Gravity Sewer Cable Junction Coventry BR - BRICK Private Surface Water Gravity Sewer Cable, Optical Fibre/Instrumentation Flushing Chamber Sewerage Air Valve CC - CONCRETE BOX CULVERT CV3 9FT Public Combined Gravity Sewer CI - CAST IRON Telephone: 0845 601 6616 Cable, Low Voltage Foul Use Manhole Sewerage Hatch Box Point CO - CONCRETE Public Foul Gravity Sewer CSB - CONCRETE SEGMENTS (BOLTED) Cable, High Voltage CSU - CONCRETE SEGMENTS (UNBOLTED) Public Surface Water Gravity Sewer Grease Trap Sewerage Isolation Valve DI - DUCTILE IRON SEWER RECORD (Tabular) Trunk Combined Gravity Sewer Cable, Other GRC - GLASS REINFORCED CONCRETE Head Node Soakaway GRP - GLASS REINFORCED PLASTIC Trunk Foul Use Gravity Sewer Housing, Building MAC - MASONRY IN REGULAR COURSES O/S Map scale: 1:1250 This map is centred upon: Trunk Surface Water Gravity Sewer Surface Water Manhole MAR - MASONRY RANDOMLY COURSED Housing, Kiosk Hydrobrake PE - POLYETHLENE O / S Grid reference: Combined Use Pressurised Sewer Vent Column PF - PITCH Date of issue: 09.11.18 Disposal Site PP - POLYPROPYLENE Foul Use Pressurised Sewer Lamphole PSC - PLASTIC STEEL COMPOSITE x : 425639 Waste Water Storage PVC - POLYVINYL CHLORIDE Sheet No. 1 of 1 Surface Water Pressurised Sewer Sewage Treatment Works Outfall RPM - REINFORCED PLASTIC MATRIX Highway Drain Pre-1937 Properties SI - SPUN (GREY) IRON y : 305488 Housing, Other ST - STEEL W - WEIR Combined Lateral Drain (SS) Overflow U - UNKNOWN C - CASCADE Foul Lateral Drain (SS) VC - VITRIFIED CLAY DB - DAMBOARD Disclaimer Statement: Pipe Support Structure XXX - OTHER SE - SIDE ENTRY 1. Do not scale off this Map. Surface Water Lateral Drain (SS) Penstock TABULAR KEY FV - FLAP VALVE 2. This map and any information supplied with it is furnished as a general guide, is only valid at the date of issue and no warranty as to its correctness is given or implied. In particular this Map and any information shown on it must not be relied upon in the event of any development or works (including but not limited to excavations) in the vicinity of Severn Trent Water’s assets or for Sewage Pumping Facility Sewer pipe data refers to downstream BD - BACK DROP A. SHAPE PURPOSE S - SIPHON the purposes of determining the suitability of a point of connection to the sewerage or distribution systems. All Private Sewers are shown in magenta Petrol Interceptor sewer pipe. C - CIRCULAR C - COMBINED HD - HIGHWAY DRAIN 3. On 1 October 2011 most private sewers and private lateral drains in Severn Trent Water's sewerage area, which were connected to a public sewer as at 1 July 2011, transferred to the All section 104 sewers are shown in green E - EGG SHAPED E - FINAL EFFLUENT S104 - SECTION 104 ownership of Severn Trent Water and became public sewers and public lateral drains. A further transfer takes place on 1 October 2012 (date to be confirmed). Sewer Facility Connection Inlet / Outlet Where the node bifurcates (splits) X and Y Private pumping stations, which form part of these sewers or lateral drains, will transfer to the ownership of Severn Trent Water on or before 1 October 2016. All Sewers that have been transferred to Severn Trent B. O - OTHER F - FOUL indicates downstream sewer pipe. Severn Trent Water does not possess complete records of these assets. Water after the 1st October 2011, but have not been surveyed and R - RECTANGLE L - SLUDGE C. Gradient is stated a 1 in... These assets may not be displayed on this Map. confirmed by Severn Trent Water are shown in orange S - SQUARE S - SURFACE WATER 4. Reproduction by permission of Ordnance Survey on behalf of HMSO. © Crown Copyright and database right 2004. All rights reserved. Ordnance Survey licence number 100018202. T - TRAPEZOIDAL Document users other than Severn Trent Water business users are advised that this document is provided for reference purpose only and is subject to copyright, therefore, no further copies U - UNKNOWN should be made from it. Land South of Shuttington Village Hall, Main Road, Shuttington, Warwickshire, Flood Risk Assessment

APPENDIX G – Proposed Drainage Strategy

The Contractor is to check and verify all building and site CONCEPT DESIGN ONLY. dimensions, levels and sewer invert levels at connection points before work starts. The Contractor is to comply in all respects with SUBJECT TO FURTHER REVIEW AND CONSIDERATION. current Building Legislation, British Standard Specifications , Building Regulations, Construction (Design & Management) Regulations, DRAWING PRODUCED FOR INITIAL DISCUSSION Party Wall Act, etc. whether or not specifically stated on this drawing. This drawing must be read with and checked against any PURPOSES ONLY structural, geotechnical or other specialist documentation provided. This drawing is not intended to show details of foundations, ground conditions or ground contaminants. Each area of ground relied upon to support any structure depicted (including drainage) must be investigated by the Contractor. A suitable method of foundation should be provided allowing for existing ground conditions. Any suspect or fluid ground, contaminates on or within the ground, should be further investigated by a suitable expert. Any earthwork constructions shown indicate typical slopes for guidance only & should be further investigated by a suitable expert. Where existing trees / structures are to be retained they should be subject to a full specialist inspection for safety. All trees are to be planted so as to ensure they are a minimum of 5 metres from buildings. A suitable method of foundation is to be provided to accommodate the proposed tree planting. Residential & Commercial Engineering Limited do not accept any responsibility for any losses (financial or otherwise) to any Client or DEVELOPER TO CONFIRM THAT THE LOCAL third party arising out of the Clients (be it Developer or Contractor but not limited thereto) non- compliance with afore mentioned AUTHORITY AND/OR SUITABLE MANAGEMENT COMPANY provisos. © This drawing is the property of Residential & Commercial 9 WILL BE PREPARED TO ADOPT ATTENUATION FEATURE. Engineering Limited and may not be copied or used for any purpose other than that for which it is supplied without the express written IF THIS PROVISION IS NOT IN PLACE, ATTENUATION BASIN authority of Residential & Commercial Engineering Limited. MAY HAVE TO BE REPLACED WITH CONVENTIONAL BURIED STORAGE STRUCTURES - PLEASE SEE BELOW PRELIMINARY PRELIMINARY STORAGE CALCULATION FOR EQUIVALENT VOLUMES WHICH MAY 10 THIS DRAWING ILLUSTRATES A SKETCH HAVE TO BE PROVIDED WITHIN A PIPED/CULVERTED NETWORK. PROPOSAL ONLY AND AS SUCH IS SUBJECT TO DETAILED SITE INVESTIGATION INCLUDING GROUND CONDITIONS/CONTMINANTS, DRAINAGE, DESIGN AND PLANNING/DENSITY NEGOTIATIONS. THE LAYOUT MAYBE BASED RL UPON AN ENLARGEMENT OF AN OS SHEET OR OTHER SMALL SCALE PLANS AND ITS

RL ACCURACY WILL NEED TO BE VERIFIED BY

EL SURVEY. FULL RISK ANALYSIS UNDER CDM POND REGULATIONS HAS NOT BEEN UNDERTAKEN. 11 EL 0.80m Deep Attenuation Pond Top of Bank = 77.20m (min) DPC 8 Invert Level = 76.10m Max Volume = 474m³ (during 100yr event + 40%)

12 Max Water Level = 76.798m MH 7 SW OUTFALL Proposed outfall into existing highway ditch at a restricted flow-rate of 2.8 l/s, subject to 6

approval from WCC Highways & LLFA 13 Manhole (Ø3000) SLOW Flow control @ 2.8 l/s CL - 77.60 14 IL - 76.00

Headwall 15 Mkr Gas CL - 76.73 Mkr Gas Gas IL - 75.78

16 GY

17 OUTFALL SEWER (Ø225) Gradient 1 in 130 60 5 Due to depth may required RS concrete protection under road

18 4 30

GY 19 3 LP Rev Description Date Drawn Check RS

RL 2 Revisions:

EL RS POND IS DESIGNED TO PROVIDE STORAGE UP TO AND INCLUDING 20 - 1 THE 1 in 100yr STORM EVENT (+40% FOR CLIMATE CHANGE) AND 24 INCLUDES THE STORAGE FOR THE 1 in 30yr EVENT.

EL BASED ON MAX DISCHARGE OF 2.8 l/s AND AN IMPERMEABLE AREA RL

GY OF 0.695 Ha (55% of site area, including Urban Creep).

IC THIS DESIGN PRINCIPLE IS SUBJECT TO AGREEMENT AND APPROVAL

LP OF STWA / LLFA AS PART OF THE DETAILED DESIGN.

LEGAL EASEMENT REQUIRED

GY FOR ADOPTION OF SEWERS.

GY Drawing Status:

EL FOR INITIAL DISCUSSION/REVIEW IC PURPOSES ONLY.

SLOW GENERAL SITE INFORMATION DETERMINE STORAGE VOLUMES

LP CLIENT SHOULD ALSO INVESTIGATE ALL DRAINAGE OUTFALL 1 IN 100 YR EVENT (+40% CLIMATE CHANGE) GY Client: LOCATIONS IN ORDER TO VERIFY THESE PROPOSALS AND CONFIRM ALL ASSUMED OUTFALL INVERT LEVELS ARE QUICK WINDES CALCULATION BASED ON AN IMPERMEABLE AREA TP FISHER GERMAN ACHIEVABLE. OF 0.695 Ha & GFR OF 2.8 l/s...

TOTAL SITE AREA = 1.26 Ha, QUICK STORAGE ESTIMATE = 466m³ - 625m³ (INCLUSIVE OF 1 IN 30 YR VOLUME) DEVELOPMENT IMPERMEABLE AREA = 0.695 Ha (ASSUMED AT 55% ------OF DEVELOPABLE AREA INCLUDING 10% URBAN CREEP) ABOVE CALCULATION INDICATES APPROX 546m³ STORAGE REQUIRED TO BALANCED FLOWS RESULTING FROM A 1 IN 100YEAR Project: NO GROUND INVESTIGATION REPORT IS CURRENTLY UNAVAILABLE SO EVENT (+40% CC). INFILTRATION IS NOT CONSIDERED A VIABLE OPTION AT THIS STAGE. ------MAIN ROAD O/H EL RS THIS COULD BE ACCOMMODATED THOUGHT INSTALLATION OF A

GY THEREFORE THE NEXT VIABLE OPTION FOR SURFACE WATER DISCHARGE ONLINE ATTENUATION SYSTEM AS ILLUSTRATED. AS ONLINE SHUTTINGTON IS TO A WATERCOURSE. AS THE EXISTING DITCH-COURSE RUNS ALONG FEATURES, AND IN ORDER TO ENSURE THAT SEVERN TRENT RL NORTH-WEST BOUNDARY, BUT DUE TO TOPOGRAPHY IT IS UNLIKELY TO WATER WILL ADOPT THE SEWERAGE BOTH UPSTREAM AND BE A VIABLE OUTFALL DUE TO LEVELS. DOWNSTREAM OF THE PONDS, BYPASS NETWORKS WILL BE SV EP REQUIRED. LP AN ALTERNATIVE OUTFALL IS THE EXISTING HIGHWAY DITCH RUNNING Title: ALONG THE EASTERN VERGE OF MAIN ROAD. SITE SURFACE WATER WILL THE ABOVE IS HOWEVER SUBJECT TO DETAILED DESIGN INC. O/H BE RESTRICTED TO GREENFIELD RUN OFF RATE OF 2.8 l/s, SUBJECT TO MODELLING & AGREEMENT WITH STW, LLFA & EA AND APPLICABLE TP SURFACE WATER EL APPROVAL BY LLFA/EA CONSENT TO DISCHARGE APPLICATION. GY MH O/H DRAINAGE STRATEGY Bin DEVELOPER TO CONFIRM THAT NECESSARY PERMITS ARE IN PLACE TO PROPOSED POINTS OF DISCHARGE ARE LOCATED ON SITE AS CONSTRUCT SEWERAGE (AND DEDICATED ASSOCIATED EASEMENT) INDICATED. CLIENT TO CONFIRM THAT LLFA CONSENT IS NEGOTIATED O/H WITHIN THIRD PARTY LAND. AND AGREED FOR. MH DETERMINE DISCHARGE FROM SITE PLEASE NOTE THE ABOVE IS CRITICAL TO THE PROPOSED SCHEME & IT IS Job Number. GY THE DEVELOPERS RESPONSIBLY TO ENSURE THIS ELEMENT IS SATISFIED, Scale: 1:250 @ A0 SV IN ORDER THAT THE PROPOSED SITE CAN BE DEVELOPED. RACE/FG/MRS WARWICKSHIRE CC CURRENT FLOOD PLANNING POLICY STATES RL Date: DEC '18 DPC EL O/H THAT ALL SITES SHOULD BE RESTRICTED TO THE EQUIVALENT FOUL DISCHARGE FROM SITE Drawing No. TP GREENFIELD RUN-OFF BASED ON THE PROPOSED IMPERMEABLE AREA FOR THE SITE, ATTENUATIED FOR UP TO 1 IN 100 (+40% FOR Drawn by: RH CLIMATE CHANGE) . NO ASSESSMENT FO FOUL WATER OUTFALL HAS BEEN P_ENG_005 UNDERTAKEN Checked by: # THEREFORE, THE RUNOFF RATE DURING THE 1 IN 100YEAR EVENT Revision. # + 40% IS TO BE LIMITED TO 2.8l/s. THIS PROPOSAL HAS BEEN BASED AS WITH THE SURFACE WATER OUTFALL IT IS CRITICAL TO THE UPON THE WORST CASE SCENARIO, BASED ON IMPERMEABLE SCHEME THAT THE INVERT LEVELS OF ANY FW MANHOLE IS AREA OF 0.632Ha (50% IMPERMEABLE AREA). ESTABLISHED IN ORDER THAT THIS PROPOSAL TO GRAVITATE INTO THE EXISTING NETWORK CAN BE VERIFIED. Contact us : CLIENT SHOULD CONFIRM THAT THE DISCHARGE RATE AND GENERAL PRINCIPLES DESCRIBED ABOVE ARE ACCEPTABLE WITH ALL DETAILS ARE SUBJECT TO FURTHER REVIEW & POTENTIAL REDESIGN CONFIRMATION SOUGHT FROM THE EA AND/OR LLFA. WORKS, FOLLOWING PROVISION OF ANY SITE SPECIFIC FOUL WATER Residential & Commercial Engineering Ltd, DRAINAGE STRATEGY, UPDATED MODELING REPORT OR ANY OTHER Unit 17, Lakeside Business Park, Walkmill AS NOTED PREVIOUSLY, A FULL DRAINAGE SURVEY IS REQUIRED STRATEGIC DESIGN PLANS AND DOCUMENTS. TO DETERMINE THE EXACT LOCATION AND DEPTH OF THE EXISTING Lane, Cannock, SEWER NETWORK. WS11 0XE. PLEASE NOTE THAT IT IS CRITICAL TO THE SCHEME THAT THE INVERT LEVEL IN TO THE EXISTING SEWER NETWORK IS Tel : 01922 411552 ESTABLISHED IN ORDER THAT THIS PROPOSAL TO GRAVITATE. Appendix 5

PAGE 15

Mr R Arnold and Mrs R Bell

Land South of Shuttington Village Hall

Transport Statement

PTB Transport Planning Ltd Radclyffe House 66/68 Hagley Road Edgbaston Birmingham West Midlands B16 8PF

T/F. 0121 454 5530 W. www.ptbtransport.co.uk

Prepared by LB Authorised by JC Rev Date 26th November 2018 T18524 Land South of Shuttington Village Hall

CONTENTS

1.0 INTRODUCTION 1

1.1 Background 1

1.2 Structure of the Report 1

1.3 Limitations of this Report 2

2.0 POLICY CONTEXT 3

2.1 Introduction 3

2.2 National Policy 3

2.3 Regional Policy 4

2.4 Local Policy 5

3.0 BASELINE CONDITIONS 7

3.1 Local Highway Network 7

3.2 Baseline Traffic Flows 7

3.3 On-site Observations 7

3.4 Sustainable Transport Accessibility 8

3.5 Accessibility by Foot 9

3.6 Accessibility by Cycle 9

3.7 Accessibility by Bus 10

3.8 Accessibility by Rail 10

3.9 PIA Data 11

3.10 Summary of Baseline Conditions 11

4.0 DEVELOPMENT PROPOSALS 12

4.1 Introduction 12

4.2 Proposed Access 12

4.3 Parking Strategy 12

4.4 Servicing and Deliveries 13 T18524 Land South of Shuttington Village Hall

5.0 TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT 14

5.1 TRICS Assessment 14

5.2 Distribution and Assignment 14

5.3 Traffic Growth 15

6.0 TRAFFIC IMPACT AND ANALYSIS 16

6.1 Introduction 16

6.2 Site Access Junction 16

6.3 Summary 16

7.0 SUMMARY AND CONCLUSIONS 17

7.1 Summary 17

7.2 Conclusions 17

Table 1 – Suggested Acceptable Walking Distances (IHT Guidelines) 8 Table 2 – Local Amenities 9 Table 3 – Local Bus Services 10 Table 4 – Residential Trip Rates 14 Table 5 – Site Access Junction Capacity Analysis 16 T18524 Land South of Shuttington Village Hall

1.0 INTRODUCTION

1.1 Background

1.1.1 PTB Transport Planning Ltd has been commissioned by Mr R Arnold and Mrs R Bell to provide transport advice for a proposed residential development to the north of Main Road, Shuttington.

1.1.2 The site is bounded by; agricultural fields and Shuttington Village Hall to the north, agricultural fields to the west, Main Road to the southeast and a vehicle MOT Centre to the southwest. It is intended that the site will utilise an existing access to the MOT centre, which will be improved as part of these proposals.

1.1.3 It is intended that the site will provide up to 24 dwellings; the site location is shown on Figure 1.1.

1.2 Structure of the Report

1.2.1 This Transport Statement (TS) has been prepared in accordance with current best practice guidance and demonstrates that:

 The site is accessible by public transport, walking and cycling;  Suitable and appropriate access to the site can be achieved from Main Road;  The site will continue to be able to accommodate access by HGVs and service vehicles; and,  The proposals will not have a detrimental impact on the local highway network in terms of traffic capacity or highway safety.

1.2.2 Following this introduction, the TS is split into 6 sections as follows:

 Section 2 outlines the transport planning policies that are considered to be pertinent to this application;  Section 3 considers the baseline conditions of the site and reviews the accessibility by all modes of transport;  Section 4 provides an overview of the proposed development;  Section 5 assesses the vehicular trip generating potential of the proposed development;  Section 6 analyses the development traffic impact on the local highway network; and,  Section 7 summarises the key findings and conclusions of the report.

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1.3 Limitations of this Report

1.3.1 This report has been undertaken at the request of Mr R Arnold and Mrs R Bell, thus should not be entrusted to any third party without written permission from PTB Transport Planning Ltd. However, should any information contained within this report be used by any unauthorised third party, it is done so entirely at their own risk and shall not be the responsibility of PTB Transport Planning Ltd.

1.3.2 This report has been compiled using data from a number of external sources (such as traffic survey data and TRICS); these sources are considered to be trustworthy and therefore the data provided is considered to be accurate and relevant at the time of preparing this report.

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2.0 POLICY CONTEXT

2.1 Introduction

2.1.1 This section summarises the relevant transport policy documents against which the development proposals would be considered at a national, regional and local level. The most relevant policy documents relating to this study are detailed below:

 National Planning Policy Framework (July 2018);  Warwickshire Third Local Plan (April 2011); and,  North Warwickshire Local Plan (March 2018).

2.2 National Policy

2.2.1 The latest National Planning Policy Framework (NPPF) was published in July 2018 and sets out the Government’s planning policies for England and how these are expected to be applied.

2.2.2 In relation to transport, NPPF states that:

“The planning system should actively manage patterns of growth in support of these objectives. Significant development should be focused on locations which are or can be made sustainable, through limiting the need to travel and offering a genuine choice of transport modes. This can help to reduce congestion and emissions, and improve air quality and public health. However, opportunities to maximise sustainable transport solutions will vary between urban and rural areas, and this should be taken into account in both plan-making and decision-making.”

2.2.3 When considering the transport effects of a development, the NPPF states that:

“In assessing sites that may be allocated for development in plans, or specific applications for development, it should be ensured that: a) appropriate opportunities to promote sustainable transport modes can be – or have been – taken up, given the type of development and its location; b) safe and suitable access to the site can be achieved for all users; and c) any significant impacts from the development on the transport network (in terms of capacity and congestion), or on highway safety, can be cost effectively mitigated to an acceptable degree. Development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or the residual cumulative impacts on the road network would be severe.”

2.2.4 The NPPF further advises that:

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“Within this context, applications for development should: a) give priority first to pedestrian and cycle movements, both within the scheme and with neighbouring areas; and second – so far as possible – to facilitating access to high quality public transport, with layouts that maximise the catchment area for bus or other public transport services, and appropriate facilities that encourage public transport use; b) address the needs of people with disabilities and reduced mobility in relation to all modes of transport; c) create places that are safe, secure and attractive – which minimise the scope for conflicts between pedestrians, cyclists and vehicles, avoid unnecessary street clutter, and respond to local character and design standards; d) allow for the efficient delivery of goods, and access by service and emergency vehicles; and e) be designed to enable charging of plug-in and other ultra-low emission vehicles in safe, accessible and convenient locations.”

2.2.5 In relation to parking policy, the NPPF states that:

“If setting local parking standards for residential and non-residential development, policies should take into account: a) the accessibility of the development; b) the type, mix and use of development; c) the availability of and opportunities for public transport; d) local car ownership levels; and e) the need to ensure an adequate provision of spaces for charging plug-in and other ultra-low emission vehicles.”

2.3 Regional Policy

2.3.1 The third Warwickshire Local Transport Plan was adopted in April 2011 and sets out the transport policies and strategies for the County up until 2026.

2.3.2 With regards to sustainable developments, Policy LUT3 states:

“The County Council will promote sustainable development and seek developer contributions, where appropriate, to provide for public transport, community transport, pedestrian and cycling facilities, traffic management measures and travel packs to serve new developments.”

2.3.3 Policy LUT5 highlights the requirement of Transport Assessments and states:

“The County Council will require Transport Assessments/Statements to be submitted to support planning applications where it is deemed appropriate. The information should follow the general guidance on Transport

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Assessments as published by the Department for Transport. Where significant development is proposed, the County Council will require the use of Micro-Simulation modelling techniques to support the Transport Assessment process. The County Council will also work with applicants to scope the individual requirements for the sites/areas under assessment.”

2.3.4 WCC LTP states that “all new developments will be assessed in order to identify whether they encourage sustainability. As such, they will be assessed against the following key criteria:

 The location of the development in respect of a town centre, consideration of local characteristics i.e. topography, physical barriers existing and proposed layout;

 The distance of the development from a town centre and how it encourages all transport movements to the centre and other main nodes in a town to minimise detrimental impacts on the local and surrounding highway network;

 The location of the development in respect to public transport services, facilities for cycling and walking to serve the development effectively and efficiently;

 The development to offer the potential residents and employees a choice of efficient and effective sustainable modes of transport; and

 The provision of public transport serving the development should be assessed against the access and distance it is from the nearest bus stops, railway stations, provision of attractive services, bus priority measures, park and ride services and associated traffic management measures serving destinations in congested areas.”

2.4 Local Policy

2.4.1 Whilst not yet formally adopted, consideration has been given to the New Local Plan for North Warwickshire. The document was submitted for examination in March 2018.

2.4.2 With regards to Transport Assessments and Travel Plans, LP25 states:

“Transport Assessments will be required to accompany development proposals which will generate significant amounts of movement as outlined in Appendix G to this Plan. Assessments will also be required where there is a cumulative effect created by additional floor space or traffic movement on the site or in the vicinity, or where there are demonstrable shortcomings in the adequacy of the local transport network to accommodate development of the scale proposed.

2.4.3 Policy LP29 is in relation to walking and cycling and states:

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“The Borough Council will develop a Walking and Cycling Strategy.

All developments should consider what improvements can be made to encourage safe and fully accessible walking and cycling.

Encouragement will be given to establishing and promoting responsible access to the natural environment, for example in the Tame Valley Wetlands NIA.”

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3.0 BASELINE CONDITIONS

3.1 Local Highway Network

3.1.1 In the vicinity of the site, Main Road is a c.5.5 – 6.0 metre wide carriageway and is subject to a 30mph speed limit. To the west, Main Road provides connections to Tamworth via Polesworth Road and Shuttington Road. To the northeast the speed limit changes to national speed limit (60mph).

3.1.2 Gateway features in the form of speed roundels and dragons teeth road markings are located on Main Road on approach to the village from the north and south.

3.1.3 On route to Tamworth, a one-way signal-controlled shuttle arrangement is in place along Polesworth Road, across the River Anker.

3.1.4 To the north of the site, New Road provides a link to the B5493 which in turn provides a link to M42 Junction 11.

3.1.5 The existing MOT centre located to the southwest of the site has two access points, one directly off Main Road and the other off New Road. The existing access onto Main Road will be formalised and used to serve the proposed development site.

3.2 Baseline Traffic Flows

3.2.1 In order to establish the traffic flows associated with the existing MOT centre, a Manual Classified Count (MCC) was undertaken at the existing site access to record in and out movements.

3.2.2 In addition, Automatic Traffic Counts (ATCs) have been undertaken to collect flow, speed, and vehicle classification data over a seven-day period on Main Road. The ATCs were located to the east and west of the existing site access junction. These have been used to help inform visibility splay requirements at the proposed access junction. The ATCs were undertaken between the 21st and 27th September 2018. The morning and evening peak hours on Main Road were observed to be between 08:00 – 09:00 and 17:00 – 18:00.

3.2.3 The 2018 base AM and PM traffic flows at the existing access are included in Figures 3.1 – 3.2. All base traffic flow data is included in Appendix A.

3.3 On-site Observations

3.3.1 A peak period site visit was undertaken on the 18th September 2018. In general, traffic flows within Shuttington were relatively low.

3.3.2 Some on street parking was observed along Main Road between Milner Drive and New Road to the south of the site. This effectively narrowed Main Road to one-way operation over a short length; however, sufficient passing places were available meaning delays were minimal.

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3.3.3 The traffic signal-controlled shuttle arrangement on Polesworth Road, on route to Tamworth, was observed operating well within capacity with no significant queues or delays observed.

3.4 Sustainable Transport Accessibility

3.4.1 It is generally accepted that walking and cycling provide important alternatives to the private car, and should also be encouraged to form part of longer journeys via public transport. Indeed, it is noteworthy that the Institute of Highways and Transportation (IHT) has prepared several guidance documents that provide advice with respect to the provision of sustainable travel in conjunction with new developments. The suggested acceptable walking distances to common facilities is presented in Table 1 below.

Table 1 – Suggested Acceptable Walking Distances (IHT Guidelines) Commuting / Town Centres (m) Schools / Elsewhere (m) Sightseeing (m) Desirable 200 500 400

Acceptable 400 1000 800 Preferred 800 2000 1200 Maximum

3.4.2 It is generally accepted that there is potential for short car trips to be substituted for cycle trips, and for longer trips to be substituted by a combination of cycle and public transport trips. Guidance suggests that 5km is a useful benchmark for a commutable distance by cycle.

3.4.3 The National Travel Survey 2018, highlights that the average cycle trip for 2017 was 5.65 kilometres.

3.4.1 In addition to this, Manual for Streets (MfS) states that ‘walkable neighbourhoods’ are typically characterised by having a range of facilities within 10 minutes (up to about 800m) walking distance of residential areas which residents may access comfortably on foot.

3.4.2 MfS also states that the 800m walking distance is not an upper limit and references the former PPG13 guidance in respect of walking replacing short car trips, particularly those under 2km.

3.4.3 In addition to the above, it is pertinent to note that the National Travel Survey (published in July 2018), which provides a summary of the results of travel survey data for 2017, reports that the average walk trip distance was approximately 1,295 metres. When considering walking in stages (as part of an overall trip, where the walk stage was not the primary mode of travel), the average distance per person was 960 metres.

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3.4.4 As such it is reasonable to assume that the average person will walk up to 1,295 metres to a defined destination (such as local facilities), or up to 960 metres as part of a multi-modal trip to a destination further afield.

3.4.5 It is considered that the site is fairly well located to provide future residents with a choice of travel modes. The following sections consider the opportunities for sustainable travel that are available in the vicinity of the site.

3.5 Accessibility by Foot

3.5.1 The proposed vehicular access to the site is from Main Road. The road is lightly trafficked and has a footpath located along the southern side of the road. As part of the development proposals, an additional footway is proposed between the site access and the existing footway adjacent to New Road, providing a link from the site to facilities located on the northern side of Main Road.

3.5.2 To the southwest of New Road, footways are available along both sides of Main Road which provide a link to the local shop, public house and bus stops.

3.5.3 The proposed development site is located in close proximity to a small number of local services and facilities including; village supermarket, parish hall, and public house and restaurant.

3.5.4 The key local services in the vicinity of the application site, and their approximate distance from the centre of the site, are listed in Table 2 and can be identified in Figure 3.3.

Table 2 – Local Amenities

Amenity Distance (m)

Parish Hall 210 Village Supermarket 308 Wolferstan Arms Public House 355

3.5.5 Table 2 demonstrates that there are local facilities within comfortable walking distance of the site, however there is also a bus service into Tamworth Town Centre which provides access to a significant range of facilities (bus provision is considered in more detail later in this chapter).

3.5.6 The aforementioned facilities are well within 800 metres in accordance with MfS walkable neighbourhoods and within the average walking and cycling distances as indicated in the 2018 National Travel Survey.

3.6 Accessibility by Cycle

3.6.1 A review of the Sustrans website indicates there are no local or national cycle routes in the vicinity of the site. Nevertheless, within the village, local roads are subject to a 30mph speed restriction and suitable for use by cyclists.

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3.6.2 Outside the village, both Main Road, Polesworth Road and New Road are subject to the national speed limit but may be suitable for more proficient cyclists.

3.6.3 Tamworth Town Centre is located slightly beyond the recommended 5km cycle distance, although at 5.4km, is within the average cycle distance indicated within the National Travel Survey 2018.

3.7 Accessibility by Bus

3.7.1 The nearest bus stops to the site are located within 200m from the centre of the site on Main Road. These stops are served by the number 786/785 bus route, run by Arriva Midlands (Monday to Saturday) and Stagecoach Midlands (on Sundays). A summary of the frequency and destinations of bus services through Shuttington can be seen in Table 3.

Table 3 – Local Bus Services

Frequency (approx.) Service Route No. Mon - Fri Sat Sun

Austrey – Shuttington - Polesworth – 3 services 785/786 Every hour Every hour Tamworth per day

881 Polesworth School Bus One per day - -

Newton Regis C of E Primary School 883 One per day - - Bus Service

3.7.2 The existing bus services will provide a realistic travel option to residents for commuting, shopping, leisure, or educational purposes. On weekdays, the earliest bus leaves Shuttington on route to Tamworth at 07:04, whist the last bus towards Shuttington leaves Tamworth at 18:25. Clearly this provides a realistic travel option for residents working in Tamworth.

3.7.3 It should also be noted that the 785/786 service provides a direct link to Tamworth Rail Station.

3.8 Accessibility by Rail

3.8.1 Tamworth Rail Station is located approximately 7km to the west of the site. The station benefits from 290 parking spaces, 12 of which are accessible. Whilst the station is located in excess of generally acceptable walking and cycling distances, it is considered that residents may travel to work by a combination of car and train.

3.8.2 The station provides regular services to London, Glasgow Central, Preston, Lancaster, Carlisle, Liverpool Lime Street, Stafford, Runcorn, Manchester Piccadilly, Crewe, Nottingham, Derby, Sheffield, York, Newcastle, Edinburgh

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Waverly, Cardiff Central, Birmingham New Street, Cheltenham Spa, Plymouth, Bristol Temple Meads and Exeter St Davids.

3.8.3 It is considered that residents have a realistic option to travel to work by a combination of car/rail to areas such as Birmingham and Derby, with services running every 20 minutes.

3.8.4 In addition, as stated above, the 785/786 bus service provides a direct link to the station, making off-peak linked bus and rail journeys possible.

3.9 PIA Data

3.9.1 In order to establish road safety conditions on the highway network in the vicinity of the site, reference has been made to the Crashmap.co.uk website.

3.9.2 In the last five-year period available (2013 – 2017), there has been one accident within the village of Shuttington which was deemed as ‘slight’ in severity. The accident occurred on New Road and involved one vehicle. It is therefore considered that there are no inherent safety issues associated with the highway network in this location which need to be addressed.

3.9.3 As will be demonstrated in Chapter 5, the additional traffic associated with the proposed development is negligible, thus will not have a material impact on highway safety. A screenshot of the crashmap data is included in Appendix B.

3.10 Summary of Baseline Conditions

3.10.1 The proposed development benefits from having local facilities within the village that are within easy walking distance of the proposal site. Public transport opportunities are available within a very short walk that provides connections to Tamworth where a wider range of facilities and transport links are available.

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4.0 DEVELOPMENT PROPOSALS

4.1 Introduction

4.1.1 The applicant is seeking outline planning permission for the construction of up to 24 dwellings utilising the existing access to the MOT Centre from Main Road. An emerging masterplan can be seen at Appendix C.

4.2 Proposed Access

4.2.1 It is intended that access to the site will be provided via the existing priority junction onto Main Road, currently servicing the vehicle repair shop.

4.2.2 It is proposed that the junction is widened to 5.5 metres and that priority is given to the residential development, with access to the MOT centre being provided via a minor arm with an offset of c.20 metres from Main Road. 2.0m wide footways are proposed on both sides of the access road. The proposed junction layout is indicated in drawing T18524.001 Rev A.

4.2.3 Visibility splays at the proposed access junction have been calculated in line with recorded vehicle speeds and guidance included within Manual for Streets 2.

4.2.4 The 85th percentile speeds have been calculated based on speed data collected between Monday 24th September and Thursday 27th September. Data from Friday 21st September was excluded as weather data indicated it rained at points during the day; therefore, it is not clear if the road was dry or wet.

4.2.5 The recorded 85th percentile speeds are shown to be 31.9mph eastbound and 36.7mph westbound. The speeds have been subject to a wet weather reduction as the data used for the calculation was collected during dry conditions.

4.2.6 The resulting stopping sight distances are 47 metres to the west and 58 metres to the east. Drawing T18524.001 Rev A shows that visibility splays of 47 and 58 metres can be achieved from the junction. The full speed and MfS visibility calculations are contained in Appendix D.

4.2.7 Uncontrolled pedestrian crossings which include tactile paving and dropped kerbs are proposed across New Road and Main Road to the west of the site access. These crossings points have been located to suit pedestrian desire lines from the development and will assist pedestrians accessing facilities within the village.

4.3 Parking Strategy

4.3.1 Car parking will be provided at a level agreed with the Highways Authority at the relevant time and will be compliant with the North Warwickshire Local Plan.

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4.4 Servicing and Deliveries

4.4.1 The layout of the site will be designed to ensure that that the largest vehicle that will require access on a regular basis is able to enter and leave in forward gear. It is intended that refuse collection for the residential site will be carried out from within the curtilage of the site. Turning areas will be provided at the end of the access roads to enable the refuse vehicle to manoeuvre appropriately.

4.4.2 Swept path analysis of the site access has been carried out using the AutoTrack software, the results of which are included in Drawings T18524.002 and T18524.003.

4.4.3 The drawings indicate that a refuse vehicle can access both the residential site and the existing MOT centre if required. They also demonstrate that a car towing a caravan (used as robust proxy for a tow truck), can access the MOT centre comfortably.

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5.0 TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT

5.1 TRICS Assessment

5.1.1 The TRICS (7.5.2) database has been interrogated in order to quantify the level of vehicle trips that are likely to be associated with the proposed development. The trip rates that have been extracted from the database are based upon the following search parameters:

 Land Use – Residential, Privately Owned Houses;  Regions – excluding Greater London;  Units – 0 to 100;  Date Range – 01/01/10 to 27/11/17;  Selected Days – Weekdays; and,  Selected Locations – Suburban Area, Neighbourhood Centre.

5.1.2 Copies of these TRICS output reports are provided at Appendix E, while a summary of the trip rates and subsequent trip attraction during the peak hours are provided in Table 4.

Table 4 – Residential Trip Rates

Trip Rate (per Dwelling) Trips (24 units) Peak Period Total In Out In Out AM 0.174 0.457 4 11 15 PM 0.382 0.233 9 6 15 NB: AM peak is 08:00-09:00 and PM peak is 17:00-18:00; trips have been rounded.

5.1.3 Table 4 demonstrates that the proposed development is likely to result in 15 two-way trips during the morning and evening peak periods. This would equate to one vehicle movement every four minutes.

5.2 Distribution and Assignment

5.2.1 The predicted development traffic generated by the site has been distributed across the highway network based on Journey to Work (JTW) data from the 2011 Census.

5.2.2 Full details are provided at Appendix F.

5.2.3 The destinations have then been assessed using peak hour Google Map directions to determine the most appropriate routes to/from work, with the assignment subsequently derived using that analysis.

5.2.4 The JTW data analysis results in an assignment of development traffic of 95% to/from the west and 5% to/from the east.

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5.2.5 The development traffic flow diagrams can be seen in Figures 5.1 – 5.2.

5.3 Traffic Growth

5.3.1 Traffic growth rates for the local highway network have been obtained from TEMPro for North Warwickshire and for a period of five years after the year of planning submission. The traffic growth rates to be used within the TS are set out below:  2018 – 2023 Weekday AM Peak – 1.0507  2018 – 2023 Weekday PM Peak – 1.0502

5.3.2 The TEMPro factors presented above have been applied to the surveyed traffic flows and used to calculate the 2023 baseline traffic flows on the local highway network. The 2023 traffic movements for the weekday morning and evening peaks are presented in Figures 5.3 and 5.4.

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T18524 Land South of Shuttington Village Hall

6.0 TRAFFIC IMPACT AND ANALYSIS

6.1 Introduction

6.1.1 This section sets out the results of the junction modelling undertaken to assess the capacity of the proposed site access junction.

6.1.2 Capacity assessments of the site access junction have been carried out for the 2023 Base + Development scenario and the traffic flow diagram for this scenario is included in Figure 6.1 and 6.2.

6.2 Site Access Junction

6.2.1 The site access junction has been modelled using the PICADY module of Junctions 9. The full output files for the priority junction, showing the geometry and capacity calculations, are shown in Appendix G.

6.2.2 Table 5 summarises the operation of the site access junction for the 2023 + Development scenario.

Table 5 – Site Access Junction Capacity Analysis

2023 + Development AM Peak 08:00 – 09:00 PM Peak 17:00 – 18:00 Arm RFC Queue Delay (s) RFC Queue Delay (s) Site Access 0.03 0 8 0.02 0 7 Main Road 0.00 0 6 0.00 0 6

6.2.3 The above demonstrates that the site access junction is expected to operate well within capacity for the full development scenario alongside the existing vehicle movements associated with the MOT centre.

6.3 Summary

6.3.1 On the basis of the above, it is evident that the site access junction will operate with minimal queues and delays when development traffic is added to the network. Furthermore, the increase in trip generation as a result of the development proposals would have no discernible effect on the operation of the wider highway network.

PTB Transport Planning Ltd - 16 - T18524 - TA - Email T18524 Land South of Shuttington Village Hall

7.0 SUMMARY AND CONCLUSIONS

7.1 Summary

7.1.1 PTB Transport Planning Ltd has been commissioned by Mr R Arnold and Mrs R Bell to provide transport advice for a proposed residential development to the north of Main Road, Shuttington.

7.1.2 The site is bounded by; agricultural fields and Shuttington Village Hall to the north, agricultural fields to the west, Main Road to the southeast and a vehicle MOT Centre to the southwest. It is intended that the site will utilise an existing access to the MOT centre, which will be improved as part of these proposals.

7.1.3 It is intended that the site will provide up to 24 dwellings.

7.1.4 This TS demonstrates that the proposals are likely to have a negligible impact in terms of traffic generation. The results of this analysis indicate that the development proposals could have the potential to generate 15 two-way vehicles movements during the morning and evening peak periods.

7.1.5 In summary, this report demonstrates the following:

 The location of the site accords with the relevant national, regional and local transport planning policies;

 The site benefits from access to a sustainable transport network that provides alternatives to the private car;

 Appropriate provision can be made for access, parking and servicing in accordance with relevant guidance and standards; and,

 The proposals will not have a significant impact on the operation of the local highway network in terms of traffic capacity or highway safety.

7.2 Conclusions

7.2.1 The National Planning Policy Framework (NPPF) states that opportunities to promote sustainable transport modes should be taken up and that safe and suitable access to the site is achievable for all users.

7.2.2 The development is located to make use of existing infrastructure and services and is sustainable in transport terms. The development will promote the use of sustainable modes of transport and the site provides safe and suitable access for all users.

7.2.3 Bearing the above in mind, the NPPF states that:

“Development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or the residual cumulative impacts on the road network would be severe.”

PTB Transport Planning Ltd - 17 - T18524 - TA - Email T18524 Land South of Shuttington Village Hall

7.2.4 The assessment work undertaken and detailed in this report demonstrates that, in NPPF terms, the development will have a minimal impact on the operation of the local highway network and on highway safety.

7.2.5 On the basis of the above, it is concluded that the proposals accord with national, regional and local transport related policies and as such, the proposed development is considered acceptable in terms of traffic and transportation.

PTB Transport Planning Ltd - 18 - T18524 - TA - Email T18524 Land South of Shuttington Village Hall

FIGURES

PTB Transport Planning Ltd T18524 - TA - Email SITE

Not to Scale Land South of Shuttington Reproduced by permission of Ordnance Survey on behalf of HMSO. Village Hall © Crown copyright and database right 2018. All rights reserved. Ordnance Survey Licence number 100046404. Figure 1.1 – Site Location Plan Site Access

20

77 North Street N North Street S

76

T18524 Land South of Shuttington Village Hall Figure 3.1 2018 Base (PCUs) 08:00 ‐ 09:00 Site Access

14

91 North Street N North Street S

75

T18524 Land South of Shuttington Village Hall Figure 3.2 2018 Base (PCUs) 17:00 ‐ 18:00 Bus Stop

1 Shuttington and Alvecote Parish Hall 2 Village Supermarket

3 Wolferstan Arms Public House

SITE

1

2

3

Not to Scale Land South of Shuttington Reproduced by permission of Ordnance Survey on behalf of HMSO. Village Hall © Crown copyright and database right 2018. All rights reserved. Ordnance Survey Licence number 100046404. Figure 3.3 – Facilities Plan Site Access

10 1 4

North Street N North Street S

0

T18524 Land South of Shuttington Village Hall Figure 5.1 Development Flows 08:00 ‐ 09:00 Site Access

51 9

North Street N North Street S

0

T18524 Land South of Shuttington Village Hall Figure 5.2 Development Flows 17:00 ‐ 18:00 Site Access

20 2 81 North Street N North Street S

1 80

T18524 Land South of Shuttington Village Hall Figure 5.3 2023 Base (PCUs) 08:00 ‐ 09:00 Site Access

14 1 96 North Street N North Street S

2 79

T18524 Land South of Shuttington Village Hall Figure 5.4 2023 Base (PCUs) 17:00 ‐ 18:00 Site Access

12 1 6 81 North Street N North Street S

1 80

T18524 Land South of Shuttington Village Hall Figure 6.1 2023 Base + Development 08:00 ‐ 09:00 Site Access

65 10 96 North Street N North Street S

2 79

T18524 Land South of Shuttington Village Hall Figure 6.2 2023 Base + Development 17:00 ‐ 18:00 T18524 Land South of Shuttington Village Hall

DRAWINGS

PTB Transport Planning Ltd T18524 - TA - Email

T18524 Land South of Shuttington Village Hall

APPENDIX A - TRAFFIC COUNT SURVEYS

PTB Transport Planning Ltd T18524 - TA - Email 23487 SHUTTINGTON Posted SEPTEMBER 2018 Speed Site LocationDirection Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed

Channel: Eastbound Fri 21-Sep-18 Thu 27-Sep-18 7176 1133 1025 34.3 28.4 Site 1, Main Road, Site No: Shuttington (TG Pole) 30 23487001 SK 25552 05413 Channel: Westbound Fri 21-Sep-18 Thu 27-Sep-18 6715 1067 959 31.8 26.3

Data produced by 1 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Fri 21-Sep-18 00:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 01:00 0 0-0-0-0-0- 02:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 03:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 04:00 3 0 0.0 2 66.7 1 33.3 0 0.0 0 0.0 05:00 13 0 0.0 13 100.0 0 0.0 0 0.0 0 0.0 06:00 36 1 2.8 27 75.0 8 22.2 0 0.0 0 0.0 07:00 76 0 0.0 65 85.5 8 10.5 2 2.6 1 1.3 08:00 113 0 0.0 103 91.2 8 7.1 2 1.8 0 0.0 09:00 52 1 1.9 41 78.9 9 17.3 1 1.9 0 0.0 10:00 43 1 2.3 34 79.1 7 16.3 1 2.3 0 0.0 11:00 52 0 0.0 49 94.2 3 5.8 0 0.0 0 0.0 12:00 65 0 0.0 59 90.8 5 7.7 1 1.5 0 0.0 13:00 58 1 1.7 54 93.1 2 3.5 1 1.7 0 0.0 14:00 73 0 0.0 64 87.7 8 11.0 1 1.4 0 0.0 15:00 112 3 2.7 97 86.6 11 9.8 1 0.9 0 0.0 16:00 155 1 0.7 133 85.8 21 13.6 0 0.0 0 0.0 17:00 133 2 1.5 124 93.2 6 4.5 1 0.8 0 0.0 18:00 64 3 4.7 54 84.4 7 10.9 0 0.0 0 0.0 19:00 51 0 0.0 48 94.1 3 5.9 0 0.0 0 0.0 20:00 31 0 0.0 29 93.6 2 6.5 0 0.0 0 0.0 21:00 11 0 0.0 10 90.9 1 9.1 0 0.0 0 0.0 22:00 10 0 0.0 10 100.0 0 0.0 0 0.0 0 0.0 23:00 9 0 0.0 7 77.8 2 22.2 0 0.0 0 0.0 12H,7-19 996 12 1.2 877 88.1 95 9.5 11 1.1 1 0.1 16H,6-22 1125 13 1.2 991 88.1 109 9.7 11 1.0 1 0.1 18H,6-24 1144 13 1.1 1008 88.1 111 9.7 11 1.0 1 0.1 24H,0-24 1166 13 1.1 1029 88.3 112 9.6 11 0.9 1 0.1

Data produced by 2 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sat 22-Sep-18 00:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 01:00 4 0 0.0 3 75.0 1 25.0 0 0.0 0 0.0 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 0 0-0-0-0-0- 04:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 05:00 6 0 0.0 5 83.3 1 16.7 0 0.0 0 0.0 06:00 15 0 0.0 12 80.0 3 20.0 0 0.0 0 0.0 07:00 19 0 0.0 15 79.0 3 15.8 1 5.3 0 0.0 08:00 51 1 2.0 43 84.3 6 11.8 1 2.0 0 0.0 09:00 44 1 2.3 34 77.3 7 15.9 2 4.6 0 0.0 10:00 61 3 4.9 55 90.2 2 3.3 1 1.6 0 0.0 11:00 65 1 1.5 60 92.3 4 6.2 0 0.0 0 0.0 12:00 81 0 0.0 75 92.6 5 6.2 1 1.2 0 0.0 13:00 62 1 1.6 59 95.2 2 3.2 0 0.0 0 0.0 14:00 63 3 4.8 53 84.1 6 9.5 1 1.6 0 0.0 15:00 61 0 0.0 56 91.8 5 8.2 0 0.0 0 0.0 16:00 58 1 1.7 52 89.7 3 5.2 2 3.5 0 0.0 17:00 65 0 0.0 64 98.5 1 1.5 0 0.0 0 0.0 18:00 56 0 0.0 56 100.0 0 0.0 0 0.0 0 0.0 19:00 35 1 2.9 31 88.6 3 8.6 0 0.0 0 0.0 20:00 24 0 0.0 21 87.5 3 12.5 0 0.0 0 0.0 21:00 12 0 0.0 12 100.0 0 0.0 0 0.0 0 0.0 22:00 10 0 0.0 9 90.0 1 10.0 0 0.0 0 0.0 23:00 14 0 0.0 13 92.9 1 7.1 0 0.0 0 0.0 12H,7-19 686 11 1.6 622 90.7 44 6.4 9 1.3 0 0.0 16H,6-22 772 12 1.6 698 90.4 53 6.9 9 1.2 0 0.0 18H,6-24 796 12 1.5 720 90.5 55 6.9 9 1.1 0 0.0 24H,0-24 813 12 1.5 735 90.4 57 7.0 9 1.1 0 0.0

Data produced by 3 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sun 23-Sep-18 00:00 7 0 0.0 7 100.0 0 0.0 0 0.0 0 0.0 01:00 8 0 0.0 8 100.0 0 0.0 0 0.0 0 0.0 02:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 03:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 04:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 05:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 06:00 6 0 0.0 4 66.7 2 33.3 0 0.0 0 0.0 07:00 12 0 0.0 10 83.3 2 16.7 0 0.0 0 0.0 08:00 16 0 0.0 16 100.0 0 0.0 0 0.0 0 0.0 09:00 28 1 3.6 25 89.3 1 3.6 1 3.6 0 0.0 10:00 37 2 5.4 34 91.9 1 2.7 0 0.0 0 0.0 11:00 58 2 3.5 53 91.4 2 3.5 1 1.7 0 0.0 12:00 78 1 1.3 73 93.6 4 5.1 0 0.0 0 0.0 13:00 80 6 7.5 70 87.5 3 3.8 1 1.3 0 0.0 14:00 62 3 4.8 56 90.3 2 3.2 1 1.6 0 0.0 15:00 59 4 6.8 52 88.1 3 5.1 0 0.0 0 0.0 16:00 60 2 3.3 54 90.0 4 6.7 0 0.0 0 0.0 17:00 52 0 0.0 49 94.2 3 5.8 0 0.0 0 0.0 18:00 49 0 0.0 48 98.0 1 2.0 0 0.0 0 0.0 19:00 34 1 2.9 33 97.1 0 0.0 0 0.0 0 0.0 20:00 25 1 4.0 24 96.0 0 0.0 0 0.0 0 0.0 21:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 22:00 6 0 0.0 4 66.7 2 33.3 0 0.0 0 0.0 23:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 591 21 3.6 540 91.4 26 4.4 4 0.7 0 0.0 16H,6-22 662 23 3.5 607 91.7 28 4.2 4 0.6 0 0.0 18H,6-24 673 23 3.4 616 91.5 30 4.5 4 0.6 0 0.0 24H,0-24 696 23 3.3 637 91.5 32 4.6 4 0.6 0 0.0

Data produced by 4 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Mon 24-Sep-18 00:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 01:00 0 0-0-0-0-0- 02:00 0 0-0-0-0-0- 03:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 04:00 4 0 0.0 4 100.0 0 0.0 0 0.0 0 0.0 05:00 15 0 0.0 12 80.0 3 20.0 0 0.0 0 0.0 06:00 37 0 0.0 29 78.4 8 21.6 0 0.0 0 0.0 07:00 88 0 0.0 70 79.6 12 13.6 5 5.7 1 1.1 08:00 108 0 0.0 101 93.5 6 5.6 0 0.0 1 0.9 09:00 57 1 1.8 50 87.7 5 8.8 1 1.8 0 0.0 10:00 42 2 4.8 36 85.7 4 9.5 0 0.0 0 0.0 11:00 51 1 2.0 39 76.5 10 19.6 1 2.0 0 0.0 12:00 50 2 4.0 43 86.0 4 8.0 1 2.0 0 0.0 13:00 54 3 5.6 44 81.5 7 13.0 0 0.0 0 0.0 14:00 57 2 3.5 50 87.7 3 5.3 2 3.5 0 0.0 15:00 81 2 2.5 73 90.1 5 6.2 1 1.2 0 0.0 16:00 108 4 3.7 91 84.3 13 12.0 0 0.0 0 0.0 17:00 122 1 0.8 115 94.3 6 4.9 0 0.0 0 0.0 18:00 74 4 5.4 62 83.8 8 10.8 0 0.0 0 0.0 19:00 47 1 2.1 45 95.7 1 2.1 0 0.0 0 0.0 20:00 23 0 0.0 21 91.3 2 8.7 0 0.0 0 0.0 21:00 12 0 0.0 11 91.7 1 8.3 0 0.0 0 0.0 22:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 23:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 892 22 2.5 774 86.8 83 9.3 11 1.2 2 0.2 16H,6-22 1011 23 2.3 880 87.0 95 9.4 11 1.1 2 0.2 18H,6-24 1023 23 2.3 892 87.2 95 9.3 11 1.1 2 0.2 24H,0-24 1046 23 2.2 912 87.2 98 9.4 11 1.1 2 0.2

Data produced by 5 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Tue 25-Sep-18 00:00 0 0-0-0-0-0- 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 03:00 0 0-0-0-0-0- 04:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 05:00 15 0 0.0 13 86.7 2 13.3 0 0.0 0 0.0 06:00 35 0 0.0 28 80.0 7 20.0 0 0.0 0 0.0 07:00 80 0 0.0 65 81.3 11 13.8 3 3.8 1 1.3 08:00 106 0 0.0 102 96.2 4 3.8 0 0.0 0 0.0 09:00 60 1 1.7 54 90.0 4 6.7 1 1.7 0 0.0 10:00 42 0 0.0 37 88.1 4 9.5 1 2.4 0 0.0 11:00 47 3 6.4 39 83.0 5 10.6 0 0.0 0 0.0 12:00 62 3 4.8 55 88.7 3 4.8 1 1.6 0 0.0 13:00 58 0 0.0 50 86.2 7 12.1 1 1.7 0 0.0 14:00 96 3 3.1 83 86.5 9 9.4 1 1.0 0 0.0 15:00 100 5 5.0 84 84.0 10 10.0 0 0.0 1 1.0 16:00 123 5 4.1 106 86.2 12 9.8 0 0.0 0 0.0 17:00 144 1 0.7 130 90.3 12 8.3 1 0.7 0 0.0 18:00 76 2 2.6 72 94.7 2 2.6 0 0.0 0 0.0 19:00 48 1 2.1 43 89.6 3 6.3 1 2.1 0 0.0 20:00 23 0 0.0 22 95.7 1 4.4 0 0.0 0 0.0 21:00 15 0 0.0 14 93.3 1 6.7 0 0.0 0 0.0 22:00 12 0 0.0 12 100.0 0 0.0 0 0.0 0 0.0 23:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 994 23 2.3 877 88.2 83 8.4 9 0.9 2 0.2 16H,6-22 1115 24 2.2 984 88.3 95 8.5 10 0.9 2 0.2 18H,6-24 1133 24 2.1 1002 88.4 95 8.4 10 0.9 2 0.2 24H,0-24 1154 24 2.1 1021 88.5 97 8.4 10 0.9 2 0.2

Data produced by 6 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Wed 26-Sep-18 00:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 04:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 05:00 20 0 0.0 15 75.0 4 20.0 1 5.0 0 0.0 06:00 34 0 0.0 31 91.2 3 8.8 0 0.0 0 0.0 07:00 76 0 0.0 59 77.6 11 14.5 5 6.6 1 1.3 08:00 111 1 0.9 101 91.0 9 8.1 0 0.0 0 0.0 09:00 56 1 1.8 46 82.1 8 14.3 1 1.8 0 0.0 10:00 44 0 0.0 41 93.2 2 4.6 1 2.3 0 0.0 11:00 43 0 0.0 37 86.1 6 14.0 0 0.0 0 0.0 12:00 62 2 3.2 54 87.1 5 8.1 1 1.6 0 0.0 13:00 52 1 1.9 39 75.0 12 23.1 0 0.0 0 0.0 14:00 72 1 1.4 61 84.7 10 13.9 0 0.0 0 0.0 15:00 91 5 5.5 82 90.1 3 3.3 0 0.0 1 1.1 16:00 123 4 3.3 109 88.6 8 6.5 2 1.6 0 0.0 17:00 127 1 0.8 118 92.9 8 6.3 0 0.0 0 0.0 18:00 55 0 0.0 51 92.7 4 7.3 0 0.0 0 0.0 19:00 49 0 0.0 40 81.6 8 16.3 1 2.0 0 0.0 20:00 25 0 0.0 21 84.0 4 16.0 0 0.0 0 0.0 21:00 25 0 0.0 24 96.0 1 4.0 0 0.0 0 0.0 22:00 12 1 8.3 11 91.7 0 0.0 0 0.0 0 0.0 23:00 5 0 0.0 4 80.0 1 20.0 0 0.0 0 0.0 12H,7-19 912 16 1.8 798 87.5 86 9.4 10 1.1 2 0.2 16H,6-22 1045 16 1.5 914 87.5 102 9.8 11 1.1 2 0.2 18H,6-24 1062 17 1.6 929 87.5 103 9.7 11 1.0 2 0.2 24H,0-24 1088 17 1.6 950 87.3 107 9.8 12 1.1 2 0.2

Data produced by 7 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Thu 27-Sep-18 00:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 01:00 0 0-0-0-0-0- 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 04:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 05:00 17 0 0.0 14 82.4 3 17.7 0 0.0 0 0.0 06:00 37 0 0.0 31 83.8 5 13.5 1 2.7 0 0.0 07:00 89 0 0.0 69 77.5 15 16.9 4 4.5 1 1.1 08:00 115 0 0.0 101 87.8 14 12.2 0 0.0 0 0.0 09:00 55 3 5.5 47 85.5 5 9.1 0 0.0 0 0.0 10:00 38 1 2.6 32 84.2 4 10.5 1 2.6 0 0.0 11:00 43 2 4.7 36 83.7 5 11.6 0 0.0 0 0.0 12:00 75 2 2.7 65 86.7 5 6.7 3 4.0 0 0.0 13:00 55 0 0.0 49 89.1 6 10.9 0 0.0 0 0.0 14:00 83 1 1.2 68 81.9 13 15.7 1 1.2 0 0.0 15:00 107 2 1.9 94 87.9 9 8.4 1 0.9 1 0.9 16:00 115 0 0.0 105 91.3 9 7.8 1 0.9 0 0.0 17:00 156 3 1.9 146 93.6 6 3.9 1 0.6 0 0.0 18:00 92 6 6.5 77 83.7 5 5.4 4 4.4 0 0.0 19:00 71 1 1.4 65 91.6 5 7.0 0 0.0 0 0.0 20:00 25 1 4.0 24 96.0 0 0.0 0 0.0 0 0.0 21:00 18 0 0.0 17 94.4 1 5.6 0 0.0 0 0.0 22:00 9 0 0.0 9 100.0 0 0.0 0 0.0 0 0.0 23:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 1023 20 2.0 889 86.9 96 9.4 16 1.6 2 0.2 16H,6-22 1174 22 1.9 1026 87.4 107 9.1 17 1.5 2 0.2 18H,6-24 1188 22 1.9 1040 87.5 107 9.0 17 1.4 2 0.2 24H,0-24 1213 22 1.8 1062 87.6 110 9.1 17 1.4 2 0.2

Data produced by 8 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Fri 21-Sep-18 1166 13 1.1 1029 88.3 112 9.6 11 0.9 1 0.1 Sat 22-Sep-18 813 12 1.5 735 90.4 57 7.0 9 1.1 0 0.0 Sun 23-Sep-18 696 23 3.3 637 91.5 32 4.6 4 0.6 0 0.0 Mon 24-Sep-18 1046 23 2.2 912 87.2 98 9.4 11 1.1 2 0.2 Tue 25-Sep-18 1154 24 2.1 1021 88.5 97 8.4 10 0.9 2 0.2 Wed 26-Sep-18 1088 17 1.6 950 87.3 107 9.8 12 1.1 2 0.2 Thu 27-Sep-18 1213 22 1.8 1062 87.6 110 9.1 17 1.4 2 0.2 Total Vehicles [--] 7176 134 1.9 6346 88.7 613 8.3 74 1.0 9 0.1

Daily Totals 1400

1200

1000

800

600 1166 1154 1213 1046 1088

no. of vehiclesno. of 400 813 696 200

0 Fri 21-Sep-18 Sat 22-Sep-18 Sun 23-Sep-18 Mon 24-Sep-18 Tue 25-Sep-18 Wed 26-Sep-18 Thu 27-Sep-18

Data produced by 9 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Fri 21-Sep-18 00:00 1 -23.5-000010000000 01:00 0 - - -000000000000 02:00 2 -313.5000001100000 03:00 3 -25.25.9000102000000 04:00 3 -31.87.6000010110000 05:00 13 34.930.46.5000204520000 06:00 36 36.832.15.100020111670000 07:00 76 3530.34.800037312960000 08:00 113 34.528.46.30021418412980100 09:00 52 30.828.44.50012437701000 10:00 43 33.728.55.400144201310000 11:00 52 32.426.16.400489201010000 12:00 65 33.427.95.5000910301240000 13:00 58 32.927.35.5010613231500000 14:00 73 34.428.95.4000714203020000 15:00 112 33.426.96.50161518432450000 16:00 155 3529.95.400211145266100000 17:00 133 34.829.45.60011313494890000 18:00 64 33.127.65.2000715261420000 19:00 51 33.625.57.9202136121510000 20:00 31 33.928.35.700134111200000 21:00 11 30.325.38.2010224110000 22:00 10 34.327.57.1000231310000 23:00 9 -29.17.4000204120000 12H,7-1999634.328.55.8021799139392297481100 16H,6-22 1125 34.4 28.5 5.9 2 3 20 119 151 430 341 57 1100 18H,6-24 1144 34.4 28.5 6 2 3 20 123 154 435 345 60 1100 24H,0-24 1166 34.4 28.5 6 2 3 20 126 156 442 352 63 1100

Data produced by 10 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sat 22-Sep-18 00:00 3 -31.83.1000001200000 01:00 4 -313.2000002200000 02:00 1 -43.5-000000001000 03:00 0 - - -000000000000 04:00 3 -25.212.6001010010000 05:00 6 -30.25.3000013110000 06:00 15 34.531.23.5000015900000 07:00 19 35.1298.4010234621000 08:00 51 34.227.37011114151720000 09:00 44 33.9277003101131700000 10:00 61 34.227.46.6003812181640000 11:00 65 34.1286.200297281450000 12:00 81 32.626.85.70101122301430000 13:00 62 32.327.94.5000414311210000 14:00 63 32.925.56.40121220121600000 15:00 61 33.327.16002911231420000 16:00 58 3427.86.601357221820000 17:00 65 32.726.75.50001118211410000 18:00 56 30.825.66.3003101421611000 19:00 35 34.129.45.100122151500000 20:00 24 33.727.95.9001257900000 21:00 12 29.525.66.3000343110000 22:00 10 33.528.55.9000124210000 23:00 14 36.727.48.7001404230000 12H,7-1968633.627.16.20519102133238164232000 16H,6-2277233.727.26.20521109145268198242000 18H,6-2479633.827.36.20522114147276202282000 24H,0-2481333.827.36.30523114149282207303000

Data produced by 11 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sun 23-Sep-18 00:00 7 -31.47.7000102301000 01:00 8 -26.66.6000214010000 02:00 1 -28.5-000001000000 03:00 2 -313.5000001100000 04:00 2 -363.5000000110000 05:00 3 -30.23.1000002100000 06:00 6 -29.36000102300000 07:00 12 34.731.43.6000006510000 08:00 16 33.628.55.3000146410000 09:00 28 33.727.86.20021610810000 10:00 37 33.528.84.800115181200000 11:00 58 3226.95.400171524920000 12:00 78 34.628.95.5000614331861000 13:00 80 33.427.85.9001145391821000 14:00 62 34.328.65.7000810192320000 15:00 59 3327.55.3001515231410000 16:00 60 33.527.46002810231520000 17:00 52 34.929.26.401049151931000 18:00 49 33.127.45.900194221210000 19:00 34 32.727.85.30005417710000 20:00 25 35.728.37.4002248540000 21:00 6 -30.26.9000102210000 22:00 6 -27.74000023100000 23:00 5 -27.510.3000210020000 12H,7-195913428.15.70196497238157223000 16H,6-226623428.15.8011173105267174283000 18H,6-246733428.15.8011175108270175303000 24H,0-2469634.128.25.8011178109280181324000

Data produced by 12 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Mon 24-Sep-18 00:00 3 -26.83.1000012000000 01:00 0 - - -000000000000 02:00 0 - - -000000000000 03:00 1 -33.5-000000100000 04:00 4 -318.7000012001000 05:00 15 34.330.83.5000016800000 06:00 37 35.731.54.600004121650000 07:00 88 34.3304.300036453121000 08:00 108 34.328.75.8021713483160000 09:00 57 32.527.45.8001515241010100 10:00 42 32.926.66.101079141100000 11:00 51 32.625.86.7012101116920000 12:00 50 34.529.15.1000210231050000 13:00 54 33.727.85.6001612161900000 14:00 57 33.828601159231620000 15:00 81 32.827.35.2002621331810000 16:00 108 34.629.25.4001814423760000 17:00 122 35.429.95.50007223841140000 18:00 74 34.227.86.3003914212430000 19:00 47 30.825.85.600191218610000 20:00 23 32.326.56000558410000 21:00 12 34.530.66.7000115311000 22:00 6 -28.54.7000022200000 23:00 6 -29.35.1000021300000 12H,7-1989234.228.45.7051275156343257421100 16H,6-22 1011 34.3 28.4 5.8 0 5 13 90 178 386 286 50 2100 18H,6-24 1023 34.3 28.4 5.7 0 5 13 90 182 389 291 50 2100 24H,0-24 1046 34.3 28.4 5.7 0 5 13 90 185 399 300 50 3100

Data produced by 13 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Tue 25-Sep-18 00:00 0 - - -000000000000 01:00 1 -33.5-000000100000 02:00 2 -2610.6000100100000 03:00 0 - - -000000000000 04:00 3 -30.23.1000002100000 05:00 15 35.431.54.4000016620000 06:00 35 35.231.84.100001141721000 07:00 80 35.430.95.200036323080100 08:00 106 34.730.24.7000411414541000 09:00 60 33276.3002912231121000 10:00 42 33.326.46.500110812920000 11:00 47 33.526.96.700385181120000 12:00 62 34.327.46.8004810211450000 13:00 58 33.6285.400089231710000 14:00 96 3428.35.8003717382731000 15:00 100 34.929.95.3001514314360000 16:00 123 34.128.45.60021415513650000 17:00 144 34.9305.1001519545591000 18:00 76 34.529.25.5001611253030000 19:00 48 31.226.36.10054625800000 20:00 23 34.127.46.9001438520000 21:00 15 34.127.87.6001145211000 22:00 12 33.127.76.1000305400000 23:00 6 -30.26.2000021210000 12H,7-1999434.628.95.7001887137369328504100 16H,6-22 1115 34.5 28.8 5.8 0 0 25 96 151 421 360 55 6100 18H,6-24 1133 34.5 28.8 5.8 0 0 25 99 153 427 366 56 6100 24H,0-24 1154 34.6 28.9 5.8 0 0 25 100 154 435 375 58 6100

Data produced by 14 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Wed 26-Sep-18 00:00 1 -28.5-000001000000 01:00 1 -28.5-000001000000 02:00 0 - - -000000000000 03:00 1 -18.5-000100000000 04:00 3 -30.25.9000010200000 05:00 20 39.833.36.30000010522100 06:00 34 36.332.24.60000391660000 07:00 76 33.127.66003616321710100 08:00 111 34.429.94.2000118444620000 09:00 56 3327.55.1000614221310000 10:00 44 33.226.96.2000910131101000 11:00 43 34.829.76.100233122120000 12:00 62 32.527.15.3000914261120000 13:00 52 32.727.45.2001413221110000 14:00 72 33.3285.1001613321910000 15:00 91 34.629.25.3000715333060000 16:00 123 34.329.15.50001215513950100 17:00 127 35.129.16.300215154340102000 18:00 55 34.728.65.900079201450000 19:00 49 33.126.56.400389161210000 20:00 25 32.826.56.4001549510000 21:00 25 33.227.75.70003610420000 22:00 12 34.129.85000114600000 23:00 5 -29.54.4000012200000 12H,7-1991234.228.55.600985155350272363200 16H,6-22 1045 34.3 28.5 5.7 0 0 13 101 177 394 309 46 3200 18H,6-24 1062 34.3 28.5 5.6 0 0 13 102 179 400 317 46 3200 24H,0-24 1088 34.3 28.6 5.7 0 0 13 103 180 412 324 48 5300

Data produced by 15 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Thu 27-Sep-18 00:00 1 -18.5-000100000000 01:00 0 - - -000000000000 02:00 1 -18.5-000100000000 03:00 1 -33.5-000000100000 04:00 5 -27.55.6000103100000 05:00 17 35.9325.4000113930000 06:00 37 3631.2600113111551000 07:00 89 34.529.65.500249393040100 08:00 115 34.3295.4020420463850000 09:00 55 31.8265.900361917820000 10:00 38 35.529.46.200054131150000 11:00 43 31.824.87.50167516710000 12:00 75 32.527.65.2002614371420000 13:00 55 33.728.35.5001313201701000 14:00 83 34.829.35.7002510342570000 15:00 107 34.128.95001616493050000 16:00 115 34.62960121111404550000 17:00 156 34.529.84.90001015636341000 18:00 92 35.228.76.60021110421593000 19:00 71 3326.55.80011220201710000 20:00 25 34.628.96.1001158820000 21:00 18 3829.99.5000521621100 22:00 9 -26.88.8000402120000 23:00 5 -29.55.7000020300000 12H,7-19 1023 34.4 28.7 5.8 0 4 21 78 146 416 303 49 5100 16H,6-22 1174 34.4 28.7 5.9 0 4 24 97 176 456 349 59 7200 18H,6-24 1188 34.5 28.7 5.9 0 4 24 101 178 458 353 61 7200 24H,0-24 1213 34.5 28.7 5.9 0 4 24 105 179 464 364 64 7200

Data produced by 16 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Daily Totals Fri 21-Sep-18 1166 34.428.562320126156442352631100 Sat 22-Sep-18 813 33.827.36.30523114149282207303000 Sun 23-Sep-18 696 34.128.25.8011178109280181324000 Mon 24-Sep-18 1046 34.328.45.7051390185399300503100 Tue 25-Sep-18 1154 34.628.95.80025100154435375586100 Wed 26-Sep-18 1088 34.328.65.70013103180412324485300 Thu 27-Sep-18 1213 34.528.75.90424105179464364647200 Total Vehicles [--] 7176 34.3 28.4 5.9 2 18 129 716 1112 2714 2103 345 29 8 0 0

Total Vehicles 40 34.6 3000 34.4 33.8 34.1 34.3 34.3 34.5 34.3 2714

28.5 28.2 28.4 28.9 28.6 28.7 28.4 2500 30 27.3 2103 2000 Mean

20

1500 mph 1112 1000 716 No. of Vehicles of No. 10 85%ile 500 345 129 2 18 29 8 00 0 <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 0 Fri 21-Sep- Sat 22-Sep- Sun 23- Mon 24- Tue 25- Wed 26- Thu 27- Total Speed Bins 18 18 Sep-18 Sep-18 Sep-18 Sep-18 Sep-18 Vehicles

Data produced by 17 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Channel: Eastbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av Week Begin: 21-Sep-18 00:00 1 37301112 01:00 0 48011002 02:00 2 11020111 03:00 3 02101111 04:00 3 32433543 05:00 13 6 3 15 15 20 17 16 13 06:00 36 156 373534373629 07:00 76 19 12 88 80 76 89 82 63 08:00 113 51 16 108 106 111 115 111 89 09:00 52 44 28 57 60 56 55 56 50 10:00 43 61 37 42 42 44 38 42 44 11:00 52 65 58 51 47 43 43 47 51 12:00 65 81 78 50 62 62 75 63 68 13:00 58 62 80 54 58 52 55 55 60 14:00 73 63 62 57 96 72 83 76 72 15:00 112 61 59 81 100 91 107 98 87 16:00 155 58 60 108 123 123 115 125 106 17:00 133 65 52 122 144 127 156 136 114 18:00 64 56 49 74 76 55 92 72 67 19:00 51 35 34 47 48 49 71 53 48 20:00 31 24 25 23 23 25 25 25 25 21:00 11 126 121525181614 22:00 10 10 6 6 12 12 9 10 9 23:00 9 145665567 12H,7-19 996 686 591 892 994 912 1023 963 871 16H,6-22 1125 772 662 1011 1115 1045 1174 1094 986 18H,6-24 1144 796 673 1023 1133 1062 1188 1110 1003 24H,0-24 1166 813 696 1046 1154 1088 1213 1133 1025 Am 08:00 11:00 11:00 08:00 08:00 08:00 08:00 - - Peak 113 65 58 108 106 111 115 111 97 Pm 16:00 12:00 13:00 17:00 17:00 17:00 17:00 - - Peak 155 81 80 122 144 127 156 141 124

Data produced by 18 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Channel: Eastbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av

Daily Totals 1400 1213 1166 1154 1133 1200 1088 1046 1025 1000 813 800 696

600

400vehiclesno. of

200

0 Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day

Data produced by 19 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Fri 21-Sep-18 00:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 01:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 05:00 4 0 0.0 3 75.0 1 25.0 0 0.0 0 0.0 06:00 37 2 5.4 32 86.5 3 8.1 0 0.0 0 0.0 07:00 76 0 0.0 68 89.5 7 9.2 0 0.0 1 1.3 08:00 115 1 0.9 102 88.7 11 9.6 0 0.0 1 0.9 09:00 75 1 1.3 67 89.3 6 8.0 0 0.0 1 1.3 10:00 46 0 0.0 40 87.0 6 13.0 0 0.0 0 0.0 11:00 48 0 0.0 40 83.3 6 12.5 1 2.1 1 2.1 12:00 65 0 0.0 58 89.2 7 10.8 0 0.0 0 0.0 13:00 54 2 3.7 47 87.0 4 7.4 1 1.9 0 0.0 14:00 71 1 1.4 67 94.4 3 4.2 0 0.0 0 0.0 15:00 101 0 0.0 84 83.2 15 14.9 1 1.0 1 1.0 16:00 96 0 0.0 87 90.6 9 9.4 0 0.0 0 0.0 17:00 92 1 1.1 85 92.4 5 5.4 0 0.0 1 1.1 18:00 59 0 0.0 51 86.4 7 11.9 0 0.0 1 1.7 19:00 49 0 0.0 46 93.9 2 4.1 1 2.0 0 0.0 20:00 31 0 0.0 28 90.3 3 9.7 0 0.0 0 0.0 21:00 15 0 0.0 15 100.0 0 0.0 0 0.0 0 0.0 22:00 9 0 0.0 9 100.0 0 0.0 0 0.0 0 0.0 23:00 11 0 0.0 11 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 898 6 0.7 796 88.6 86 9.6 3 0.3 7 0.8 16H,6-22 1030 8 0.8 917 89.0 94 9.1 4 0.4 7 0.7 18H,6-24 1050 8 0.8 937 89.2 94 9.0 4 0.4 7 0.7 24H,0-24 1060 8 0.8 945 89.2 96 9.1 4 0.4 7 0.7

Data produced by 20 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sat 22-Sep-18 00:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 05:00 6 0 0.0 5 83.3 1 16.7 0 0.0 0 0.0 06:00 10 0 0.0 8 80.0 2 20.0 0 0.0 0 0.0 07:00 26 0 0.0 23 88.5 3 11.5 0 0.0 0 0.0 08:00 42 2 4.8 35 83.3 5 11.9 0 0.0 0 0.0 09:00 61 1 1.6 54 88.5 6 9.8 0 0.0 0 0.0 10:00 52 5 9.6 45 86.5 2 3.9 0 0.0 0 0.0 11:00 53 3 5.7 45 84.9 4 7.6 0 0.0 1 1.9 12:00 70 3 4.3 60 85.7 5 7.1 2 2.9 0 0.0 13:00 50 0 0.0 44 88.0 5 10.0 0 0.0 1 2.0 14:00 54 1 1.9 50 92.6 3 5.6 0 0.0 0 0.0 15:00 40 0 0.0 37 92.5 2 5.0 1 2.5 0 0.0 16:00 63 1 1.6 58 92.1 4 6.4 0 0.0 0 0.0 17:00 55 0 0.0 50 90.9 3 5.5 2 3.6 0 0.0 18:00 45 0 0.0 41 91.1 3 6.7 1 2.2 0 0.0 19:00 36 0 0.0 32 88.9 4 11.1 0 0.0 0 0.0 20:00 28 0 0.0 27 96.4 1 3.6 0 0.0 0 0.0 21:00 11 0 0.0 11 100.0 0 0.0 0 0.0 0 0.0 22:00 26 0 0.0 25 96.2 1 3.9 0 0.0 0 0.0 23:00 17 0 0.0 16 94.1 1 5.9 0 0.0 0 0.0 12H,7-19 611 16 2.6 542 88.7 45 7.4 6 1.0 2 0.3 16H,6-22 696 16 2.3 620 89.1 52 7.5 6 0.9 2 0.3 18H,6-24 739 16 2.2 661 89.5 54 7.3 6 0.8 2 0.3 24H,0-24 750 16 2.1 671 89.5 55 7.3 6 0.8 2 0.3

Data produced by 21 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sun 23-Sep-18 00:00 7 0 0.0 6 85.7 1 14.3 0 0.0 0 0.0 01:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 0 0-0-0-0-0- 04:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 05:00 3 0 0.0 2 66.7 1 33.3 0 0.0 0 0.0 06:00 5 0 0.0 4 80.0 1 20.0 0 0.0 0 0.0 07:00 9 1 11.1 8 88.9 0 0.0 0 0.0 0 0.0 08:00 12 1 8.3 11 91.7 0 0.0 0 0.0 0 0.0 09:00 45 0 0.0 41 91.1 4 8.9 0 0.0 0 0.0 10:00 42 0 0.0 38 90.5 4 9.5 0 0.0 0 0.0 11:00 48 3 6.3 44 91.7 1 2.1 0 0.0 0 0.0 12:00 65 2 3.1 63 96.9 0 0.0 0 0.0 0 0.0 13:00 51 0 0.0 48 94.1 3 5.9 0 0.0 0 0.0 14:00 60 2 3.3 54 90.0 4 6.7 0 0.0 0 0.0 15:00 61 4 6.6 55 90.2 2 3.3 0 0.0 0 0.0 16:00 52 1 1.9 45 86.5 5 9.6 1 1.9 0 0.0 17:00 39 0 0.0 38 97.4 1 2.6 0 0.0 0 0.0 18:00 59 0 0.0 55 93.2 3 5.1 1 1.7 0 0.0 19:00 32 0 0.0 32 100.0 0 0.0 0 0.0 0 0.0 20:00 23 1 4.4 20 87.0 1 4.4 1 4.4 0 0.0 21:00 7 0 0.0 7 100.0 0 0.0 0 0.0 0 0.0 22:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 23:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 543 14 2.6 500 92.1 27 5.0 2 0.4 0 0.0 16H,6-22 610 15 2.5 563 92.3 29 4.8 3 0.5 0 0.0 18H,6-24 617 15 2.4 570 92.4 29 4.7 3 0.5 0 0.0 24H,0-24 632 15 2.4 583 92.3 31 4.9 3 0.5 0 0.0

Data produced by 22 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Mon 24-Sep-18 00:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 3 0 0.0 2 66.7 1 33.3 0 0.0 0 0.0 05:00 21 0 0.0 19 90.5 2 9.5 0 0.0 0 0.0 06:00 36 2 5.6 32 88.9 2 5.6 0 0.0 0 0.0 07:00 98 2 2.0 87 88.8 8 8.2 0 0.0 1 1.0 08:00 113 0 0.0 95 84.1 15 13.3 2 1.8 1 0.9 09:00 78 2 2.6 66 84.6 10 12.8 0 0.0 0 0.0 10:00 40 2 5.0 36 90.0 2 5.0 0 0.0 0 0.0 11:00 47 2 4.3 34 72.3 9 19.2 1 2.1 1 2.1 12:00 43 2 4.7 40 93.0 0 0.0 1 2.3 0 0.0 13:00 45 1 2.2 38 84.4 3 6.7 3 6.7 0 0.0 14:00 45 1 2.2 39 86.7 5 11.1 0 0.0 0 0.0 15:00 92 2 2.2 77 83.7 10 10.9 1 1.1 2 2.2 16:00 83 1 1.2 73 88.0 8 9.6 1 1.2 0 0.0 17:00 110 0 0.0 99 90.0 10 9.1 0 0.0 1 0.9 18:00 71 1 1.4 59 83.1 11 15.5 0 0.0 0 0.0 19:00 38 1 2.6 33 86.8 2 5.3 2 5.3 0 0.0 20:00 19 4 21.1 15 79.0 0 0.0 0 0.0 0 0.0 21:00 9 0 0.0 6 66.7 3 33.3 0 0.0 0 0.0 22:00 8 0 0.0 8 100.0 0 0.0 0 0.0 0 0.0 23:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 12H,7-19 865 16 1.9 743 85.9 91 10.5 9 1.0 6 0.7 16H,6-22 967 23 2.4 829 85.7 98 10.1 11 1.1 6 0.6 18H,6-24 977 23 2.4 838 85.8 99 10.1 11 1.1 6 0.6 24H,0-24 1003 23 2.3 860 85.7 103 10.3 11 1.1 6 0.6

Data produced by 23 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Tue 25-Sep-18 00:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 01:00 0 0-0-0-0-0- 02:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 03:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 04:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 05:00 13 0 0.0 12 92.3 1 7.7 0 0.0 0 0.0 06:00 31 2 6.5 27 87.1 2 6.5 0 0.0 0 0.0 07:00 97 5 5.2 80 82.5 11 11.3 0 0.0 1 1.0 08:00 112 0 0.0 99 88.4 13 11.6 0 0.0 0 0.0 09:00 80 0 0.0 72 90.0 6 7.5 1 1.3 1 1.3 10:00 42 0 0.0 39 92.9 3 7.1 0 0.0 0 0.0 11:00 41 0 0.0 37 90.2 3 7.3 1 2.4 0 0.0 12:00 47 2 4.3 40 85.1 5 10.6 0 0.0 0 0.0 13:00 70 4 5.7 49 70.0 16 22.9 0 0.0 1 1.4 14:00 50 2 4.0 43 86.0 5 10.0 0 0.0 0 0.0 15:00 100 0 0.0 90 90.0 7 7.0 0 0.0 3 3.0 16:00 93 5 5.4 79 85.0 8 8.6 1 1.1 0 0.0 17:00 125 2 1.6 112 89.6 10 8.0 1 0.8 0 0.0 18:00 65 1 1.5 59 90.8 4 6.2 0 0.0 1 1.5 19:00 49 2 4.1 42 85.7 4 8.2 0 0.0 1 2.0 20:00 27 1 3.7 21 77.8 4 14.8 1 3.7 0 0.0 21:00 13 1 7.7 8 61.5 2 15.4 2 15.4 0 0.0 22:00 10 0 0.0 8 80.0 2 20.0 0 0.0 0 0.0 23:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 922 21 2.3 799 86.7 91 9.9 4 0.4 7 0.8 16H,6-22 1042 27 2.6 897 86.1 103 9.9 7 0.7 8 0.8 18H,6-24 1054 27 2.6 907 86.1 105 10.0 7 0.7 8 0.8 24H,0-24 1076 27 2.5 927 86.2 107 9.9 7 0.7 8 0.7

Data produced by 24 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Wed 26-Sep-18 00:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 01:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 04:00 5 0 0.0 4 80.0 1 20.0 0 0.0 0 0.0 05:00 14 0 0.0 14 100.0 0 0.0 0 0.0 0 0.0 06:00 34 2 5.9 30 88.2 2 5.9 0 0.0 0 0.0 07:00 92 4 4.4 78 84.8 8 8.7 2 2.2 0 0.0 08:00 134 0 0.0 113 84.3 18 13.4 1 0.8 2 1.5 09:00 73 0 0.0 68 93.2 5 6.9 0 0.0 0 0.0 10:00 41 1 2.4 36 87.8 4 9.8 0 0.0 0 0.0 11:00 65 1 1.5 53 81.5 10 15.4 0 0.0 1 1.5 12:00 45 3 6.7 34 75.6 8 17.8 0 0.0 0 0.0 13:00 63 1 1.6 51 81.0 10 15.9 0 0.0 1 1.6 14:00 49 2 4.1 44 89.8 3 6.1 0 0.0 0 0.0 15:00 92 2 2.2 81 88.0 6 6.5 1 1.1 2 2.2 16:00 81 2 2.5 67 82.7 11 13.6 1 1.2 0 0.0 17:00 115 4 3.5 98 85.2 12 10.4 0 0.0 1 0.9 18:00 78 0 0.0 68 87.2 9 11.5 0 0.0 1 1.3 19:00 43 1 2.3 36 83.7 5 11.6 0 0.0 1 2.3 20:00 22 0 0.0 19 86.4 3 13.6 0 0.0 0 0.0 21:00 14 0 0.0 13 92.9 1 7.1 0 0.0 0 0.0 22:00 11 0 0.0 10 90.9 1 9.1 0 0.0 0 0.0 23:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 928 20 2.2 791 85.2 104 11.2 5 0.5 8 0.9 16H,6-22 1041 23 2.2 889 85.4 115 11.1 5 0.5 9 0.9 18H,6-24 1055 23 2.2 902 85.5 116 11.0 5 0.5 9 0.9 24H,0-24 1080 23 2.1 925 85.7 118 10.9 5 0.5 9 0.8

Data produced by 25 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Thu 27-Sep-18 00:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 04:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 05:00 13 0 0.0 13 100.0 0 0.0 0 0.0 0 0.0 06:00 35 1 2.9 30 85.7 4 11.4 0 0.0 0 0.0 07:00 97 2 2.1 83 85.6 12 12.4 0 0.0 0 0.0 08:00 118 1 0.9 106 89.8 9 7.6 1 0.9 1 0.9 09:00 86 1 1.2 76 88.4 8 9.3 1 1.2 0 0.0 10:00 40 1 2.5 34 85.0 4 10.0 1 2.5 0 0.0 11:00 50 2 4.0 40 80.0 7 14.0 0 0.0 1 2.0 12:00 57 3 5.3 47 82.5 5 8.8 2 3.5 0 0.0 13:00 49 0 0.0 40 81.6 8 16.3 0 0.0 1 2.0 14:00 67 1 1.5 60 89.6 5 7.5 1 1.5 0 0.0 15:00 101 2 2.0 90 89.1 5 5.0 2 2.0 2 2.0 16:00 96 3 3.1 82 85.4 11 11.5 0 0.0 0 0.0 17:00 116 0 0.0 99 85.3 14 12.1 2 1.7 1 0.9 18:00 63 1 1.6 56 88.9 5 7.9 0 0.0 1 1.6 19:00 41 0 0.0 38 92.7 2 4.9 0 0.0 1 2.4 20:00 42 3 7.1 37 88.1 1 2.4 1 2.4 0 0.0 21:00 18 0 0.0 17 94.4 1 5.6 0 0.0 0 0.0 22:00 15 0 0.0 12 80.0 3 20.0 0 0.0 0 0.0 23:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 940 17 1.8 813 86.5 93 9.9 10 1.1 7 0.7 16H,6-22 1076 21 2.0 935 86.9 101 9.4 11 1.0 8 0.7 18H,6-24 1093 21 1.9 949 86.8 104 9.5 11 1.0 8 0.7 24H,0-24 1114 21 1.9 969 87.0 105 9.4 11 1.0 8 0.7

Data produced by 26 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Fri 21-Sep-18 1060 8 0.8 945 89.2 96 9.1 4 0.4 7 0.7 Sat 22-Sep-18 750 16 2.1 671 89.5 55 7.3 6 0.8 2 0.3 Sun 23-Sep-18 632 15 2.4 583 92.3 31 4.9 3 0.5 0 0.0 Mon 24-Sep-18 1003 23 2.3 860 85.7 103 10.3 11 1.1 6 0.6 Tue 25-Sep-18 1076 27 2.5 927 86.2 107 9.9 7 0.7 8 0.7 Wed 26-Sep-18 1080 23 2.1 925 85.7 118 10.9 5 0.5 9 0.8 Thu 27-Sep-18 1114 21 1.9 969 87.0 105 9.4 11 1.0 8 0.7 Total Vehicles [--] 6715 133 2.0 5880 87.9 615 8.8 47 0.7 40 0.5

Daily Totals 1200

1000

800

600 1076 1080 1114 1060 1003 400

no. of vehiclesno. of 750 632 200

0 Fri 21-Sep-18 Sat 22-Sep-18 Sun 23-Sep-18 Mon 24-Sep-18 Tue 25-Sep-18 Wed 26-Sep-18 Thu 27-Sep-18

Data produced by 27 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Fri 21-Sep-18 00:00 2 -23.51.8000020000000 01:00 2 -313.5000001100000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 2 -38.51.8000000020000 05:00 4 -32.34.9000002110000 06:00 37 32.827.15.500131113810000 07:00 76 33.127.16.2003139311901000 08:00 115 30.925.45.70161634411700000 09:00 75 31.627.25.1003222351120000 10:00 46 30.725.95.600351219700000 11:00 48 29.524.54.800262412400000 12:00 65 31.425.76.200591624920000 13:00 54 29.824.6500292315500000 14:00 71 32.126.85.40011114311310000 15:00 101 32.125.76008935291910000 16:00 96 33.127.75.30011117432220000 17:00 92 32.828.36.7003419461620002 18:00 59 31.826.85.1001519231010000 19:00 49 30.724.7600491415700000 20:00 31 30.224.65.50024147400000 21:00 15 29.824.86.3010247100000 22:00 9 -30.26.7000032301000 23:00 11 32.425.86.6001142300000 12H,7-198983226.45.80138100244349152111002 16H,6-22 1030 31.9 26.3 5.8 0 2 45 118 287 391 172 12 1002 18H,6-24 1050 32 26.3 5.8 0 2 46 119 294 395 178 12 2002 24H,0-24 1060 32.1 26.4 5.8 0 2 46 119 296 398 180 15 2002

Data produced by 28 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sat 22-Sep-18 00:00 2 -313.5000001100000 01:00 1 -28.5-000001000000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 2 -28.51.8000002000000 05:00 6 -23.53.4000141000000 06:00 10 29.324.56.7000423010000 07:00 26 32.624.57.4004484510000 08:00 42 31.1256.300471014700000 09:00 61 33.827.36.5004612211530000 10:00 52 30.824.86.700751715620000 11:00 53 30.725.26.702461123610000 12:00 70 30.325.15.700762129700000 13:00 50 29.724.84.900281819300000 14:00 54 30.425.35.801271820510000 15:00 40 29.524.35.200291215200000 16:00 63 3125.95.4011722221000000 17:00 55 31.225.25.600292213810000 18:00 45 30.224.95.600281614410000 19:00 36 33.12770033814521000 20:00 28 29.324.24.90008108200000 21:00 11 29.926.24.3000145100000 22:00 26 29.825.24.900131010200000 23:00 17 30.125.94.6000276200000 12H,7-1961130.925.3604418218720978100000 16H,6-2269630.925.3604449821123986131000 18H,6-2473930.925.35.9044510322825590131000 24H,0-2475030.825.45.9044510423226091131000

Data produced by 29 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sun 23-Sep-18 00:00 7 -27.86.2000114010000 01:00 3 -25.210.4001001100000 02:00 1 -28.5-000001000000 03:00 0 - - -000000000000 04:00 1 -33.5-000000100000 05:00 3 -30.27.6000011010000 06:00 5 -30.55.8000012110000 07:00 9 -22.96.9001403100000 08:00 12 30.326.45.2000235200000 09:00 45 31.525.55.5000111313800000 10:00 42 31.126.24.900061415700000 11:00 48 29.824.65.800381815220000 12:00 65 32.3275.6011420261120000 13:00 51 32.9275.6003215181300000 14:00 60 29.824.95.201352423400000 15:00 61 29.724.15.7021151722400000 16:00 52 30.626.55.301131526510000 17:00 39 31.525.26.200371012700000 18:00 59 30.624.75.9003131916710000 19:00 32 30.726500051111500000 20:00 23 32.326.16.9001476401000 21:00 7 -24.92.9000052000000 22:00 2 -263.5000011000000 23:00 5 -28.59.4001002110000 12H,7-1954330.925.55.60519801681947160000 16H,6-2261030.925.65.60520891922158171000 18H,6-246173125.65.70521891932188281000 24H,0-246323125.75.705229019522584101000

Data produced by 30 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Mon 24-Sep-18 00:00 1 -28.5-000001000000 01:00 1 -33.5-000000100000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 3 -28.58.8000100200000 05:00 21 30.725.95.60006210300000 06:00 36 32.526.75.700141112710000 07:00 98 32.827.35.70021318431921000 08:00 113 31.526.45.50031434431540000 09:00 78 30.726.15.2012723351000000 10:00 40 31.425.55.801071312700000 11:00 47 32.526.46.902241019820000 12:00 43 30.725.55.801071514510000 13:00 45 29.324.3500361915200000 14:00 45 32.425.95.9002713131000000 15:00 92 31.726.75.20011030351330000 16:00 83 34.228.36.1101422262531000 17:00 110 31.4284.5001325631431000 18:00 71 30.525.55.4002151531800000 19:00 38 29.924.65.800451115300000 20:00 19 31.826.95.2000348400000 21:00 9 -26.34.6000134100000 22:00 8 -25.46.1001033100000 23:00 2 -213.5000110000000 12H,7-198653226.65.6151997237349136183000 16H,6-2296731.926.55.61524110266388151193000 18H,6-2497731.926.55.61525111270391152193000 24H,0-24 1003 31.9 26.5 5.6 1 5 25 118 272 402 158 19 3000

Data produced by 31 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Tue 25-Sep-18 00:00 3 -26.83.1000012000000 01:00 0 - - -000000000000 02:00 2 -3110.6000010010000 03:00 1 -28.5-000001000000 04:00 3 -28.510000101010000 05:00 13 32.927.75.5000225400000 06:00 31 33.428.750002516620000 07:00 97 34.228.360041011343620000 08:00 112 30.9274.40001030551700000 09:00 80 31.727.35.3002814421130000 10:00 42 30.725.46.200361314420000 11:00 41 32.726.26.400341312720000 12:00 47 31.826.25.801081118900000 13:00 70 32.225.46.50231021201310000 14:00 50 32.326.46.200441319820000 15:00 100 32.627.74.8001626452020000 16:00 93 33.427.36.30041117391651000 17:00 125 31.226.95.30121035571721000 18:00 65 30.4265.100272128610000 19:00 49 29.924.1602272013500000 20:00 27 30.826.54.70003911400000 21:00 13 29.923.18.9021215200000 22:00 10 31284000035200000 23:00 2 -313.5000001100000 12H,7-1992232.526.95.6042894225383164222000 16H,6-22 1042 32.4 26.7 5.7 0 8 31 108 260 428 181 24 2000 18H,6-24 1054 32.4 26.8 5.7 0 8 31 108 263 434 184 24 2000 24H,0-24 1076 32.4 26.8 5.7 0 8 31 111 267 443 188 26 2000

Data produced by 32 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Wed 26-Sep-18 00:00 2 -263.5000011000000 01:00 3 -26.83.1000012000000 02:00 0 - - -000000000000 03:00 1 -18.5-000100000000 04:00 5 -30.57.6000101210000 05:00 14 3428.56000225410000 06:00 34 33.427.36.70113614720000 07:00 92 32.426.95.90051113441720000 08:00 134 3227.44.90001820712320000 09:00 73 33284.8001220321620000 10:00 41 3225.36.601341411710000 11:00 65 31.427.54.4000417331010000 12:00 45 29.523.86.110471417200000 13:00 63 30.224.76.1004132019430000 14:00 49 33.427.55.9011214171310000 15:00 92 31.326.85.2003628401230000 16:00 81 33.327.75.6002815351830000 17:00 115 30.326.24.8003113359801000 18:00 78 3226.45.8005720311410000 19:00 43 31.825.6601141910710000 20:00 22 33.226.26.30012103510000 21:00 14 30.325.35.2000354200000 22:00 11 34.629.96.9000123401000 23:00 3 -26.85.9000020100000 12H,7-1992831.826.75.5123193228409144191000 16H,6-22 1041 32 26.6 5.6 1 4 34 105 268 440 165 23 1000 18H,6-24 1055 32.1 26.7 5.6 1 4 34 106 272 443 170 23 2000 24H,0-24 1080 32.2 26.7 5.6 1 4 34 110 276 452 176 25 2000

Data produced by 33 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Thu 27-Sep-18 00:00 3 -30.27.6000011010000 01:00 1 -28.5-000001000000 02:00 1 -33.5-000000100000 03:00 1 -23.5-000010000000 04:00 2 -18.51.8000200000000 05:00 13 3025.85000327100000 06:00 35 30.726.24.800051114500000 07:00 97 33.527.260041318332810000 08:00 118 33.1284.90001024552630000 09:00 86 31.626.55.20021024351410000 10:00 40 32.126.85.400141215710000 11:00 50 31.726.15.800261716720000 12:00 57 3024.25.800682116600000 13:00 49 33.627.16.5003414141211000 14:00 67 31.325.86.210442423920000 15:00 101 30.325.65.400683740730000 16:00 96 3327.55.8012722431560000 17:00 116 32.827.25.7006728502050000 18:00 63 32.826.46.4012818201130000 19:00 41 31.325.84.60003238700000 20:00 42 32.426.55.700231513810000 21:00 18 32.327.94.7000077310000 22:00 15 32.628.25000218400000 23:00 2 -28.51.8000002000000 12H,7-1994032.526.75.8123889259360162281000 16H,6-22 1076 32.5 26.6 5.7 1 2 40 100 315 402 185 30 1000 18H,6-24 1093 32.5 26.7 5.7 1 2 40 102 316 412 189 30 1000 24H,0-24 1114 32.5 26.7 5.7 1 2 40 107 320 421 191 31 1000

Data produced by 34 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Daily Totals Fri 21-Sep-18 1060 32.126.45.80246119296398180152002 Sat 22-Sep-18 750 30.825.45.9044510423226091131000 Sun 23-Sep-18 632 3125.75.705229019522584101000 Mon 24-Sep-18 1003 31.926.55.61525118272402158193000 Tue 25-Sep-18 1076 32.426.85.70831111267443188262000 Wed 26-Sep-18 1080 32.226.75.61434110276452176252000 Thu 27-Sep-18 1114 32.526.75.71240107320421191311000 Total Vehicles [--] 6715 31.8 26.3 5.7 3 30 243 759 1858 2601 1068 139 12 0 0 2

Total Vehicles 40 3000 32.1 31.9 32.4 32.2 32.5 31.8 2601 30.8 31 2500 30 26.4 26.5 26.8 26.7 26.7 26.3 25.4 25.7 2000 1858 Mean 20

1500 mph 1068 1000 759 No. of Vehicles of No. 10 500 243 85%ile 139 3 30 12 002 0 <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 0 Fri 21-Sep- Sat 22-Sep- Sun 23- Mon 24- Tue 25- Wed 26- Thu 27- Total Speed Bins 18 18 Sep-18 Sep-18 Sep-18 Sep-18 Sep-18 Vehicles

Data produced by 35 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Channel: Westbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av Week Begin: 21-Sep-18 00:00 2 27132323 01:00 2 13103112 02:00 0 01020111 03:00 0 00011110 04:00 2 21335233 05:00 4 6 3 21 13 14 13 13 11 06:00 37 105 363134353527 07:00 76 269 989792979271 08:00 115 42 12 113 112 134 118 118 92 09:00 75 61 45 78 80 73 86 78 71 10:00 46 52 42 40 42 41 40 42 43 11:00 48 53 48 47 41 65 50 50 50 12:00 65 70 65 43 47 45 57 51 56 13:00 54 50 51 45 70 63 49 56 55 14:00 71 54 60 45 50 49 67 56 57 15:00 101 40 61 92 100 92 101 97 84 16:00 96 63 52 83 93 81 96 90 81 17:00 92 55 39 110 125 115 116 112 93 18:00 59 45 59 71 65 78 63 67 63 19:00 49 36 32 38 49 43 41 44 41 20:00 31 28 23 19 27 22 42 28 27 21:00 15 11 7 9 13 14 18 14 12 22:00 9 26 2 8 10 11 15 11 12 23:00 11 175223246 12H,7-19 898 611 543 865 922 928 940 911 815 16H,6-22 1030 696 610 967 1042 1041 1076 1031 923 18H,6-24 1050 739 617 977 1054 1055 1093 1046 941 24H,0-24 1060 750 632 1003 1076 1080 1114 1067 959 Am 08:00 09:00 11:00 08:00 08:00 08:00 08:00 - - Peak 115 61 48 113 112 134 118 118 100 Pm 15:00 12:00 12:00 17:00 17:00 17:00 17:00 - - Peak 101 70 65 110 125 115 116 113 100

Data produced by 36 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487001 Location Site 1, Main Road, Shuttington (TG Pole) Channel: Westbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av

Daily Totals 1200 1114 1060 1076 1080 1067 1003 1000 959

800 750 632 600

400 no. of vehiclesno. of

200

0 Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day

Data produced by 37 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Posted SEPTEMBER 2018 Speed Site LocationDirection Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed

Site 2, Main Road, Channel: Eastbound Fri 21-Sep-18 Thu 27-Sep-18 6473 1031 925 39.8 34.7 Site No: Shuttington 30 23487002 (Warning Sign) SK 25686 05466 Channel: Westbound Fri 21-Sep-18 Thu 27-Sep-18 6016 961 859 38.8 33.5

Data produced by 1 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Fri 21-Sep-18 00:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 01:00 0 0-0-0-0-0- 02:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 03:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 04:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 05:00 13 0 0.0 12 92.3 1 7.7 0 0.0 0 0.0 06:00 40 1 2.5 30 75.0 9 22.5 0 0.0 0 0.0 07:00 75 0 0.0 59 78.7 12 16.0 2 2.7 2 2.7 08:00 104 0 0.0 92 88.5 11 10.6 0 0.0 1 1.0 09:00 54 1 1.9 41 75.9 10 18.5 2 3.7 0 0.0 10:00 37 1 2.7 29 78.4 5 13.5 2 5.4 0 0.0 11:00 42 0 0.0 39 92.9 3 7.1 0 0.0 0 0.0 12:00 60 0 0.0 54 90.0 4 6.7 2 3.3 0 0.0 13:00 53 1 1.9 50 94.3 2 3.8 0 0.0 0 0.0 14:00 63 0 0.0 56 88.9 6 9.5 0 0.0 1 1.6 15:00 97 2 2.1 81 83.5 13 13.4 1 1.0 0 0.0 16:00 146 1 0.7 124 84.9 21 14.4 0 0.0 0 0.0 17:00 125 3 2.4 116 92.8 6 4.8 0 0.0 0 0.0 18:00 52 3 5.8 42 80.8 7 13.5 0 0.0 0 0.0 19:00 36 0 0.0 32 88.9 4 11.1 0 0.0 0 0.0 20:00 23 0 0.0 21 91.3 2 8.7 0 0.0 0 0.0 21:00 8 0 0.0 7 87.5 1 12.5 0 0.0 0 0.0 22:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 23:00 7 0 0.0 5 71.4 2 28.6 0 0.0 0 0.0 12H,7-19 908 12 1.3 783 86.2 100 11.0 9 1.0 4 0.4 16H,6-22 1015 13 1.3 873 86.0 116 11.4 9 0.9 4 0.4 18H,6-24 1028 13 1.3 884 86.0 118 11.5 9 0.9 4 0.4 24H,0-24 1049 13 1.2 903 86.1 120 11.4 9 0.9 4 0.4

Data produced by 2 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sat 22-Sep-18 00:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 01:00 4 0 0.0 3 75.0 1 25.0 0 0.0 0 0.0 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 0 0-0-0-0-0- 04:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 05:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 06:00 16 0 0.0 13 81.3 3 18.8 0 0.0 0 0.0 07:00 16 0 0.0 10 62.5 4 25.0 1 6.3 1 6.3 08:00 44 1 2.3 36 81.8 6 13.6 1 2.3 0 0.0 09:00 43 3 7.0 31 72.1 7 16.3 2 4.7 0 0.0 10:00 57 2 3.5 50 87.7 3 5.3 1 1.8 1 1.8 11:00 57 1 1.8 53 93.0 3 5.3 0 0.0 0 0.0 12:00 73 0 0.0 70 95.9 2 2.7 1 1.4 0 0.0 13:00 60 1 1.7 57 95.0 2 3.3 0 0.0 0 0.0 14:00 48 2 4.2 40 83.3 5 10.4 1 2.1 0 0.0 15:00 55 0 0.0 51 92.7 4 7.3 0 0.0 0 0.0 16:00 56 1 1.8 51 91.1 3 5.4 1 1.8 0 0.0 17:00 54 1 1.9 52 96.3 1 1.9 0 0.0 0 0.0 18:00 41 0 0.0 41 100.0 0 0.0 0 0.0 0 0.0 19:00 32 1 3.1 28 87.5 3 9.4 0 0.0 0 0.0 20:00 19 0 0.0 17 89.5 2 10.5 0 0.0 0 0.0 21:00 9 0 0.0 9 100.0 0 0.0 0 0.0 0 0.0 22:00 9 0 0.0 8 88.9 1 11.1 0 0.0 0 0.0 23:00 10 0 0.0 10 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 604 12 2.0 542 89.7 40 6.6 8 1.3 2 0.3 16H,6-22 680 13 1.9 609 89.6 48 7.1 8 1.2 2 0.3 18H,6-24 699 13 1.9 627 89.7 49 7.0 8 1.1 2 0.3 24H,0-24 713 13 1.8 640 89.8 50 7.0 8 1.1 2 0.3

Data produced by 3 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sun 23-Sep-18 00:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 01:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 02:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 03:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 04:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 05:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 06:00 5 0 0.0 3 60.0 2 40.0 0 0.0 0 0.0 07:00 12 0 0.0 10 83.3 2 16.7 0 0.0 0 0.0 08:00 17 0 0.0 17 100.0 0 0.0 0 0.0 0 0.0 09:00 27 1 3.7 24 88.9 1 3.7 1 3.7 0 0.0 10:00 31 2 6.5 28 90.3 1 3.2 0 0.0 0 0.0 11:00 52 2 3.9 47 90.4 2 3.9 1 1.9 0 0.0 12:00 69 1 1.5 63 91.3 5 7.3 0 0.0 0 0.0 13:00 70 6 8.6 59 84.3 4 5.7 1 1.4 0 0.0 14:00 51 3 5.9 46 90.2 2 3.9 0 0.0 0 0.0 15:00 50 4 8.0 42 84.0 4 8.0 0 0.0 0 0.0 16:00 50 1 2.0 46 92.0 3 6.0 0 0.0 0 0.0 17:00 48 0 0.0 45 93.8 3 6.3 0 0.0 0 0.0 18:00 41 0 0.0 39 95.1 2 4.9 0 0.0 0 0.0 19:00 29 1 3.5 28 96.6 0 0.0 0 0.0 0 0.0 20:00 20 1 5.0 19 95.0 0 0.0 0 0.0 0 0.0 21:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 22:00 6 0 0.0 4 66.7 2 33.3 0 0.0 0 0.0 23:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 518 20 3.9 466 90.0 29 5.6 3 0.6 0 0.0 16H,6-22 578 22 3.8 522 90.3 31 5.4 3 0.5 0 0.0 18H,6-24 586 22 3.8 528 90.1 33 5.6 3 0.5 0 0.0 24H,0-24 604 22 3.6 544 90.1 35 5.8 3 0.5 0 0.0

Data produced by 4 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Mon 24-Sep-18 00:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 01:00 0 0-0-0-0-0- 02:00 0 0-0-0-0-0- 03:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 04:00 4 0 0.0 4 100.0 0 0.0 0 0.0 0 0.0 05:00 16 0 0.0 12 75.0 3 18.8 1 6.3 0 0.0 06:00 38 0 0.0 30 79.0 8 21.1 0 0.0 0 0.0 07:00 86 0 0.0 64 74.4 16 18.6 4 4.7 2 2.3 08:00 104 1 1.0 92 88.5 9 8.7 0 0.0 2 1.9 09:00 53 1 1.9 48 90.6 3 5.7 0 0.0 1 1.9 10:00 36 2 5.6 28 77.8 5 13.9 1 2.8 0 0.0 11:00 46 1 2.2 33 71.7 11 23.9 1 2.2 0 0.0 12:00 46 2 4.4 38 82.6 5 10.9 0 0.0 1 2.2 13:00 46 5 10.9 36 78.3 5 10.9 0 0.0 0 0.0 14:00 54 2 3.7 47 87.0 4 7.4 0 0.0 1 1.9 15:00 78 1 1.3 69 88.5 7 9.0 1 1.3 0 0.0 16:00 101 4 4.0 85 84.2 12 11.9 0 0.0 0 0.0 17:00 113 1 0.9 106 93.8 6 5.3 0 0.0 0 0.0 18:00 64 4 6.3 52 81.3 8 12.5 0 0.0 0 0.0 19:00 33 1 3.0 30 90.9 2 6.1 0 0.0 0 0.0 20:00 16 0 0.0 14 87.5 2 12.5 0 0.0 0 0.0 21:00 10 0 0.0 9 90.0 1 10.0 0 0.0 0 0.0 22:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 23:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 827 24 2.9 698 84.4 91 11.0 7 0.9 7 0.9 16H,6-22 924 25 2.7 781 84.5 104 11.3 7 0.8 7 0.8 18H,6-24 934 25 2.7 791 84.7 104 11.1 7 0.8 7 0.8 24H,0-24 956 25 2.6 809 84.6 107 11.2 8 0.8 7 0.7

Data produced by 5 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Tue 25-Sep-18 00:00 0 0-0-0-0-0- 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 0 0-0-0-0-0- 04:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 05:00 15 0 0.0 13 86.7 2 13.3 0 0.0 0 0.0 06:00 37 0 0.0 30 81.1 7 18.9 0 0.0 0 0.0 07:00 78 0 0.0 64 82.1 10 12.8 2 2.6 2 2.6 08:00 102 0 0.0 94 92.2 8 7.8 0 0.0 0 0.0 09:00 46 1 2.2 41 89.1 2 4.4 1 2.2 1 2.2 10:00 38 0 0.0 34 89.5 3 7.9 1 2.6 0 0.0 11:00 47 4 8.5 37 78.7 6 12.8 0 0.0 0 0.0 12:00 54 3 5.6 47 87.0 3 5.6 0 0.0 1 1.9 13:00 50 0 0.0 43 86.0 6 12.0 1 2.0 0 0.0 14:00 88 2 2.3 75 85.2 10 11.4 1 1.1 0 0.0 15:00 93 5 5.4 75 80.7 12 12.9 0 0.0 1 1.1 16:00 117 5 4.3 100 85.5 12 10.3 0 0.0 0 0.0 17:00 135 2 1.5 118 87.4 14 10.4 1 0.7 0 0.0 18:00 75 1 1.3 70 93.3 4 5.3 0 0.0 0 0.0 19:00 39 0 0.0 33 84.6 5 12.8 1 2.6 0 0.0 20:00 20 0 0.0 19 95.0 1 5.0 0 0.0 0 0.0 21:00 11 0 0.0 10 90.9 1 9.1 0 0.0 0 0.0 22:00 8 0 0.0 8 100.0 0 0.0 0 0.0 0 0.0 23:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 923 23 2.5 798 86.5 90 9.8 7 0.8 5 0.5 16H,6-22 1030 23 2.2 890 86.4 104 10.1 8 0.8 5 0.5 18H,6-24 1043 23 2.2 903 86.6 104 10.0 8 0.8 5 0.5 24H,0-24 1063 23 2.2 921 86.6 106 10.0 8 0.8 5 0.5

Data produced by 6 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Wed 26-Sep-18 00:00 0 0-0-0-0-0- 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 05:00 21 0 0.0 16 76.2 4 19.1 1 4.8 0 0.0 06:00 36 0 0.0 33 91.7 3 8.3 0 0.0 0 0.0 07:00 69 0 0.0 53 76.8 11 15.9 4 5.8 1 1.5 08:00 111 0 0.0 102 91.9 8 7.2 0 0.0 1 0.9 09:00 52 1 1.9 41 78.9 9 17.3 0 0.0 1 1.9 10:00 37 0 0.0 34 91.9 2 5.4 1 2.7 0 0.0 11:00 42 0 0.0 33 78.6 9 21.4 0 0.0 0 0.0 12:00 54 1 1.9 47 87.0 5 9.3 1 1.9 0 0.0 13:00 47 1 2.1 35 74.5 11 23.4 0 0.0 0 0.0 14:00 62 1 1.6 53 85.5 7 11.3 1 1.6 0 0.0 15:00 84 5 6.0 74 88.1 4 4.8 0 0.0 1 1.2 16:00 114 4 3.5 99 86.8 10 8.8 1 0.9 0 0.0 17:00 118 1 0.9 107 90.7 10 8.5 0 0.0 0 0.0 18:00 45 0 0.0 41 91.1 4 8.9 0 0.0 0 0.0 19:00 37 0 0.0 30 81.1 7 18.9 0 0.0 0 0.0 20:00 17 0 0.0 15 88.2 2 11.8 0 0.0 0 0.0 21:00 19 0 0.0 17 89.5 2 10.5 0 0.0 0 0.0 22:00 9 1 11.1 8 88.9 0 0.0 0 0.0 0 0.0 23:00 5 0 0.0 4 80.0 1 20.0 0 0.0 0 0.0 12H,7-19 835 14 1.7 719 86.1 90 10.8 8 1.0 4 0.5 16H,6-22 944 14 1.5 814 86.2 104 11.0 8 0.9 4 0.4 18H,6-24 958 15 1.6 826 86.2 105 11.0 8 0.8 4 0.4 24H,0-24 982 15 1.5 845 86.1 109 11.1 9 0.9 4 0.4

Data produced by 7 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Thu 27-Sep-18 00:00 0 0-0-0-0-0- 01:00 0 0-0-0-0-0- 02:00 0 0-0-0-0-0- 03:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 04:00 4 0 0.0 4 100.0 0 0.0 0 0.0 0 0.0 05:00 18 0 0.0 15 83.3 3 16.7 0 0.0 0 0.0 06:00 36 0 0.0 31 86.1 5 13.9 0 0.0 0 0.0 07:00 88 0 0.0 66 75.0 17 19.3 3 3.4 2 2.3 08:00 118 0 0.0 102 86.4 14 11.9 1 0.9 1 0.9 09:00 46 3 6.5 36 78.3 5 10.9 2 4.4 0 0.0 10:00 32 1 3.1 25 78.1 5 15.6 1 3.1 0 0.0 11:00 37 2 5.4 30 81.1 5 13.5 0 0.0 0 0.0 12:00 67 2 3.0 55 82.1 8 11.9 2 3.0 0 0.0 13:00 48 0 0.0 40 83.3 8 16.7 0 0.0 0 0.0 14:00 73 1 1.4 58 79.5 13 17.8 0 0.0 1 1.4 15:00 104 2 1.9 90 86.5 10 9.6 1 1.0 1 1.0 16:00 103 0 0.0 94 91.3 9 8.7 0 0.0 0 0.0 17:00 145 2 1.4 136 93.8 7 4.8 0 0.0 0 0.0 18:00 80 9 11.3 65 81.3 4 5.0 2 2.5 0 0.0 19:00 60 1 1.7 53 88.3 6 10.0 0 0.0 0 0.0 20:00 23 1 4.4 22 95.7 0 0.0 0 0.0 0 0.0 21:00 14 0 0.0 13 92.9 1 7.1 0 0.0 0 0.0 22:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 23:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 941 22 2.3 797 84.7 105 11.2 12 1.3 5 0.5 16H,6-22 1074 24 2.2 916 85.3 117 10.9 12 1.1 5 0.5 18H,6-24 1083 24 2.2 925 85.4 117 10.8 12 1.1 5 0.5 24H,0-24 1106 24 2.2 945 85.4 120 10.9 12 1.1 5 0.5

Data produced by 8 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Fri 21-Sep-18 1049 13 1.2 903 86.1 120 11.4 9 0.9 4 0.4 Sat 22-Sep-18 713 13 1.8 640 89.8 50 7.0 8 1.1 2 0.3 Sun 23-Sep-18 604 22 3.6 544 90.1 35 5.8 3 0.5 0 0.0 Mon 24-Sep-18 956 25 2.6 809 84.6 107 11.2 8 0.8 7 0.7 Tue 25-Sep-18 1063 23 2.2 921 86.6 106 10.0 8 0.8 5 0.5 Wed 26-Sep-18 982 15 1.5 845 86.1 109 11.1 9 0.9 4 0.4 Thu 27-Sep-18 1106 24 2.2 945 85.4 120 10.9 12 1.1 5 0.5 Total Vehicles [--] 6473 135 2.2 5607 87.0 647 9.6 57 0.9 27 0.4

Daily Totals 1200

1000

800

600 1049 1063 1106 956 982 400

no. of vehiclesno. of 713 604 200

0 Fri 21-Sep-18 Sat 22-Sep-18 Sun 23-Sep-18 Mon 24-Sep-18 Tue 25-Sep-18 Wed 26-Sep-18 Thu 27-Sep-18

Data produced by 9 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Fri 21-Sep-18 00:00 2 -363.5000000110000 01:00 0 - - -000000000000 02:00 2 -33.51.8000000200000 03:00 2 -363.5000000110000 04:00 2 -413.5000000011000 05:00 13 39.234.74.8000003541000 06:00 40 39.936.44.300010112251000 07:00 75 40.135.24.600001936218000 08:00 104 39.935.34.9000031341405200 09:00 54 38.733.55.7010001326104000 10:00 37 38.833.85.200012515140000 11:00 42 38.4335.3001001316111000 12:00 60 3934.54.4000001130162100 13:00 53 37.533.14.2000021227120000 14:00 63 39.334.64.4000011126232000 15:00 97 38.833.65.2000251643283000 16:00 146 4035.54.9000311650679000 17:00 125 40.535.95.20000314454911210 18:00 52 39.334.85.100001921191010 19:00 36 39.134.64.600002317131000 20:00 23 37.733.540000061160000 21:00 8 -33.54000002420000 22:00 6 -30.24.3000012300000 23:00 7 -31.45.8000013120000 12H,7-1990839.734.7501161914237631046520 16H,6-22 1015 39.6 34.7 4.9 01172115442035648520 18H,6-24 1028 39.6 34.7 501172315942435848520 24H,0-24 1049 39.6 34.7 501172316243336550520

Data produced by 10 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sat 22-Sep-18 00:00 3 -36.85.9000000201000 01:00 4 -38.54.2000000121000 02:00 1 -53.5-000000000010 03:00 0 - - -000000000000 04:00 1 -28.5-000001000000 05:00 5 -37.54.4000000221000 06:00 16 40.335.75000003562000 07:00 16 42.833.29.5001032423100 08:00 44 40.135.25.500004315184000 09:00 43 39.933.76.300014911144000 10:00 57 39.533.86.600221722203000 11:00 57 39.334.15.600014627153100 12:00 73 39.134.64.2000001237204000 13:00 60 38.333.54.7000111329142000 14:00 48 39.334.24.9000021017172000 15:00 55 39.835.24.500000922204000 16:00 56 39.835.64.500001523242100 17:00 54 39.434.45.200100827144000 18:00 41 38344.30000082463000 19:00 32 38.334.14.20000141881000 20:00 19 38.7344.9000013951000 21:00 9 -30.74.6000014310000 22:00 9 -33.53.8000002520000 23:00 10 39.835.55000002341000 12H,7-1960439.634.45.30045209225818438300 16H,6-2268039.634.35.200452310629320442300 18H,6-2469939.634.35.200452311030121043300 24H,0-2471339.734.45.300452311130621446310

Data produced by 11 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sun 23-Sep-18 00:00 6 -35.25.3000001311000 01:00 5 -38.53.7000000131000 02:00 1 -33.5-000000100000 03:00 1 -43.5-000000001000 04:00 2 -413.5000000011000 05:00 3 -36.83.1000000120000 06:00 5 -35.53.1000000320000 07:00 12 39.736.45.2000001550100 08:00 17 40.935.95.8000012563000 09:00 27 39.334.45.40001139130000 10:00 31 39.934.85.500010512103000 11:00 52 37.732.55000121621111000 12:00 69 40.335.54.600001732218000 13:00 70 38.533.6500016538182000 14:00 51 4035.34.900001916214000 15:00 50 38.533.15.4000131122103000 16:00 50 39.234.54.500001824143000 17:00 48 4035.34.600000722145000 18:00 41 38.233.74.1000001020101000 19:00 29 38.334.54.50000121870100 20:00 20 41.834.57.1000025543100 21:00 6 -34.37.4000011121000 22:00 6 -30.23000004200000 23:00 2 -413.5000000011000 12H,7-1951839.634.450005168422615333100 16H,6-2257839.634.45.10005209225316837300 18H,6-2458639.634.45.10005209625516938300 24H,0-2460439.734.55.10005209726117642300

Data produced by 12 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Mon 24-Sep-18 00:00 1 -38.5-000000010000 01:00 0 - - -000000000000 02:00 0 - - -000000000000 03:00 1 -38.5-000000010000 04:00 4 -33.54.2000001210000 05:00 16 38.933.57.7010002670000 06:00 38 40.436.74.500000313183100 07:00 86 38.934.14.6000111444224000 08:00 104 39.935.34.8001001247367100 09:00 53 37.933.54.6000021127120100 10:00 36 36.830.97.40120371670000 11:00 46 38.333.16.100112822101100 12:00 46 40.234.7500000102196000 13:00 46 38.833.9500013421170000 14:00 54 38.633.75.100021826161000 15:00 78 38.934.34.7000011441173200 16:00 101 39.7354.600004948337000 17:00 113 40.636.24.90000115364712200 18:00 64 40.335.55.100002825226100 19:00 33 38.533.74.80000181572000 20:00 16 38.635.44.60000011040100 21:00 10 39.3365.6000001530100 22:00 5 -35.54.6000001130000 23:00 5 -33.53.7000001310000 12H,7-1982739.634.55.101452012037424847800 16H,6-2292439.634.65.1014521133417280521100 18H,6-2493439.634.65.1014521135421284521100 24H,0-2495639.634.65.2024521138429294521100

Data produced by 13 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Tue 25-Sep-18 00:00 0 - - -000000000000 01:00 1 -48.5-000000000100 02:00 1 -38.5-000000010000 03:00 0 - - -000000000000 04:00 3 -33.51.7000000300000 05:00 15 39.334.84.6000003651000 06:00 37 4035.44.800000518103100 07:00 78 40.2364.600010727376000 08:00 102 39.835.54.4000011144405100 09:00 46 39.634.55.8000021114162010 10:00 38 39.434.35.100002714132000 11:00 47 39.633.96.100104617163000 12:00 54 39.133.2600017624124000 13:00 50 39.534.94.4000001018202000 14:00 88 39.234.54.9000211141302100 15:00 93 40.135.74.600002937378000 16:00 117 39.234.74.6000121458374100 17:00 135 40.436.24.50000017436212100 18:00 75 40.435.65.200003925307100 19:00 39 38.933.95.100011716131000 20:00 20 39.533.85.9000024752000 21:00 11 40.336.75.3000000721100 22:00 8 -35.43000000530000 23:00 5 -33.53.7000001310000 12H,7-1992339.935.14.900152411836235057510 16H,6-22 1030 39.9 35.1 500162713441038064710 18H,6-24 1043 39.9 35.1 4.9 00162713541838464710 24H,0-24 1063 39.9 35.1 4.9 00162713842739065810

Data produced by 14 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Wed 26-Sep-18 00:00 0 - - -000000000000 01:00 1 -28.5-000001000000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 2 -363.5000000110000 05:00 21 40.536.15.3000003872100 06:00 36 43.137.55.100000491310000 07:00 69 40.135.35.5000111123274200 08:00 111 40.235.74.6000001642439100 09:00 52 38.834.14.5000011026123000 10:00 37 38.5335.600002131281100 11:00 42 39.635.34.600010319172000 12:00 54 3934.1500003922190100 13:00 47 39.435.14.400000721171100 14:00 62 37.333.44.100003937121000 15:00 84 40.235.84.500001931367000 16:00 114 39.835.45000021643464210 17:00 118 40.635.950001114434414100 18:00 45 40.235.94.700001514214000 19:00 37 39.1344.800000101683000 20:00 17 35.933.53.40000031130000 21:00 19 37.1334.6000007831000 22:00 9 -35.75.2000002241000 23:00 5 -34.54.4000001220000 12H,7-1983539.935.14.900031512233330250910 16H,6-229444035.14.900031514637732964910 18H,6-249584035.14.900031514938133565910 24H,0-249824035.14.9000315153390343671010

Data produced by 15 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Thu 27-Sep-18 00:00 0 - - -000000000000 01:00 0 - - -000000000000 02:00 0 - - -000000000000 03:00 1 -38.5-000000010000 04:00 4 -32.32.8000001300000 05:00 18 40.136.34.2000001872000 06:00 36 41.836.15.10000121797000 07:00 88 39.535.24.3000011039352100 08:00 118 40.435.94.60001010514313000 09:00 46 38.132.75.5000221020111000 10:00 32 39.734.65.20000241493000 11:00 37 38.532.65.800013101382000 12:00 67 37.432.25.6000281132122000 13:00 48 3833.9400001728111000 14:00 73 40.134.95.1000021426247000 15:00 104 40.235.55.5001121040408200 16:00 103 39.635.24.1000001445395000 17:00 145 40.436.34.2000008655713200 18:00 80 40.734.77.4000271324238021 19:00 60 37.832.55.2000241326150000 20:00 23 36.132.64.10000161240000 21:00 14 44.537.87.9000011442110 22:00 6 -37.78.6000010121100 23:00 3 -36.85.9000000201000 12H,7-1994139.934.95.200192812139731265521 16H,6-22 1074 39.9 34.8 5.2 0 0 1 11 35 143 456 344 74 6 3 1 18H,6-24 1083 39.9 34.8 5.3 0 0 1 11 36 143 459 346 76 7 3 1 24H,0-24 1106 39.9 34.8 5.3 0 0 1 11 36 145 470 354 78 7 3 1

Data produced by 16 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Eastbound

Time Total 85%ile Mean Stand <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<4646-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Daily Totals Fri 21-Sep-18 1049 39.634.7501172316243336550520 Sat 22-Sep-18 713 39.734.45.300452311130621446310 Sun 23-Sep-18 604 39.734.55.10005209726117642300 Mon 24-Sep-18 956 39.634.65.2024521138429294521100 Tue 25-Sep-18 1063 39.935.14.900162713842739065810 Wed 26-Sep-18 982 4035.14.9000315153390343671010 Thu 27-Sep-18 1106 39.9 34.8 5.3 0 0 1 11 36 145 470 354 78 7 3 1 Total Vehicles [--] 6473 39.8 34.7 5.1 0 3 11 42 165 944 2716 2136 400 47 8 1

Total Vehicles 50 3000 2716 39.6 39.7 39.7 39.6 39.9 40 39.9 39.8 40 2500 34.7 34.4 34.5 34.6 35.1 35.1 34.8 34.7 2136

2000 30 Mean

1500 mph 20 944 1000 No. of Vehicles of No. 85%ile 500 400 10 165 0 3 11 42 47 8 1 0 <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 0 Fri 21-Sep- Sat 22-Sep- Sun 23- Mon 24- Tue 25- Wed 26- Thu 27- Total Speed Bins 18 18 Sep-18 Sep-18 Sep-18 Sep-18 Sep-18 Vehicles

Data produced by 17 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Channel: Eastbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av Week Begin: 21-Sep-18 00:00 2 36100012 01:00 0 45011002 02:00 2 11010011 03:00 2 01100111 04:00 2 12432433 05:00 13 5 3 16 15 21 18 17 13 06:00 40 165 383736363730 07:00 75 16 12 86 78 69 88 79 61 08:00 104 44 17 104 102 111 118 108 86 09:00 54 43 27 53 46 52 46 50 46 10:00 37 57 31 36 38 37 32 36 38 11:00 42 57 52 46 47 42 37 43 46 12:00 60 73 69 46 54 54 67 56 60 13:00 53 60 70 46 50 47 48 49 53 14:00 63 48 51 54 88 62 73 68 63 15:00 97 55 50 78 93 84 104 91 80 16:00 146 56 50 101 117 114 103 116 98 17:00 125 54 48 113 135 118 145 127 105 18:00 52 41 41 64 75 45 80 63 57 19:00 36 32 29 33 39 37 60 41 38 20:00 23 19 20 16 20 17 23 20 20 21:00 8 9 6 10 11 19 14 12 11 22:00 6 96589677 23:00 7 102555355 12H,7-19 908 604 518 827 923 835 941 887 794 16H,6-22 1015 680 578 924 1030 944 1074 997 892 18H,6-24 1028 699 586 934 1043 958 1083 1009 904 24H,0-24 1049 713 604 956 1063 982 1106 1031 925 Am 08:00 11:00 11:00 08:00 08:00 08:00 08:00 - - Peak 104 57 52 104 102 111 118 108 93 Pm 16:00 12:00 13:00 17:00 17:00 17:00 17:00 - - Peak 146 73 70 113 135 118 145 131 114

Data produced by 18 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Channel: Eastbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av

Daily Totals 1200 1106 1049 1063 1031 982 1000 956 925

800 713 604 600

400 no. of vehiclesno. of

200

0 Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day

Data produced by 19 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Fri 21-Sep-18 00:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 01:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 05:00 4 0 0.0 3 75.0 1 25.0 0 0.0 0 0.0 06:00 29 2 6.9 27 93.1 0 0.0 0 0.0 0 0.0 07:00 70 0 0.0 67 95.7 2 2.9 0 0.0 1 1.4 08:00 104 1 1.0 96 92.3 7 6.7 0 0.0 0 0.0 09:00 66 0 0.0 62 93.9 2 3.0 2 3.0 0 0.0 10:00 39 0 0.0 35 89.7 4 10.3 0 0.0 0 0.0 11:00 43 0 0.0 37 86.1 5 11.6 1 2.3 0 0.0 12:00 58 0 0.0 52 89.7 6 10.3 0 0.0 0 0.0 13:00 51 2 3.9 44 86.3 4 7.8 1 2.0 0 0.0 14:00 61 1 1.6 58 95.1 2 3.3 0 0.0 0 0.0 15:00 101 0 0.0 91 90.1 9 8.9 1 1.0 0 0.0 16:00 88 0 0.0 80 90.9 7 8.0 1 1.1 0 0.0 17:00 90 1 1.1 84 93.3 4 4.4 1 1.1 0 0.0 18:00 55 0 0.0 52 94.6 3 5.5 0 0.0 0 0.0 19:00 38 1 2.6 33 86.8 3 7.9 1 2.6 0 0.0 20:00 22 0 0.0 20 90.9 2 9.1 0 0.0 0 0.0 21:00 13 0 0.0 13 100.0 0 0.0 0 0.0 0 0.0 22:00 9 0 0.0 9 100.0 0 0.0 0 0.0 0 0.0 23:00 12 0 0.0 11 91.7 1 8.3 0 0.0 0 0.0 12H,7-19 826 5 0.6 758 91.8 55 6.7 7 0.9 1 0.1 16H,6-22 928 8 0.9 851 91.7 60 6.5 8 0.9 1 0.1 18H,6-24 949 8 0.8 871 91.8 61 6.4 8 0.8 1 0.1 24H,0-24 960 8 0.8 880 91.7 63 6.6 8 0.8 1 0.1

Data produced by 20 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sat 22-Sep-18 00:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 05:00 4 0 0.0 4 100.0 0 0.0 0 0.0 0 0.0 06:00 6 0 0.0 5 83.3 1 16.7 0 0.0 0 0.0 07:00 17 0 0.0 15 88.2 2 11.8 0 0.0 0 0.0 08:00 36 2 5.6 31 86.1 3 8.3 0 0.0 0 0.0 09:00 52 1 1.9 46 88.5 5 9.6 0 0.0 0 0.0 10:00 48 4 8.3 42 87.5 1 2.1 1 2.1 0 0.0 11:00 47 3 6.4 40 85.1 3 6.4 1 2.1 0 0.0 12:00 69 3 4.4 60 87.0 4 5.8 2 2.9 0 0.0 13:00 44 0 0.0 39 88.6 4 9.1 0 0.0 1 2.3 14:00 46 1 2.2 43 93.5 2 4.4 0 0.0 0 0.0 15:00 37 0 0.0 36 97.3 1 2.7 0 0.0 0 0.0 16:00 56 0 0.0 54 96.4 2 3.6 0 0.0 0 0.0 17:00 45 0 0.0 39 86.7 3 6.7 3 6.7 0 0.0 18:00 42 0 0.0 40 95.2 1 2.4 1 2.4 0 0.0 19:00 31 0 0.0 30 96.8 1 3.2 0 0.0 0 0.0 20:00 22 0 0.0 22 100.0 0 0.0 0 0.0 0 0.0 21:00 10 0 0.0 10 100.0 0 0.0 0 0.0 0 0.0 22:00 23 0 0.0 22 95.7 1 4.4 0 0.0 0 0.0 23:00 20 0 0.0 20 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 539 14 2.6 485 90.0 31 5.8 8 1.5 1 0.2 16H,6-22 608 14 2.3 552 90.8 33 5.4 8 1.3 1 0.2 18H,6-24 651 14 2.2 594 91.2 34 5.2 8 1.2 1 0.2 24H,0-24 660 14 2.1 603 91.4 34 5.2 8 1.2 1 0.2

Data produced by 21 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Sun 23-Sep-18 00:00 7 0 0.0 6 85.7 1 14.3 0 0.0 0 0.0 01:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 0 0-0-0-0-0- 04:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 05:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 06:00 4 0 0.0 4 100.0 0 0.0 0 0.0 0 0.0 07:00 6 1 16.7 5 83.3 0 0.0 0 0.0 0 0.0 08:00 10 1 10.0 9 90.0 0 0.0 0 0.0 0 0.0 09:00 34 0 0.0 30 88.2 4 11.8 0 0.0 0 0.0 10:00 34 0 0.0 31 91.2 3 8.8 0 0.0 0 0.0 11:00 39 3 7.7 34 87.2 2 5.1 0 0.0 0 0.0 12:00 62 2 3.2 60 96.8 0 0.0 0 0.0 0 0.0 13:00 48 0 0.0 46 95.8 2 4.2 0 0.0 0 0.0 14:00 55 2 3.6 49 89.1 4 7.3 0 0.0 0 0.0 15:00 57 3 5.3 50 87.7 4 7.0 0 0.0 0 0.0 16:00 49 1 2.0 43 87.8 4 8.2 1 2.0 0 0.0 17:00 32 0 0.0 30 93.8 1 3.1 1 3.1 0 0.0 18:00 48 0 0.0 46 95.8 1 2.1 1 2.1 0 0.0 19:00 29 0 0.0 29 100.0 0 0.0 0 0.0 0 0.0 20:00 17 1 5.9 13 76.5 2 11.8 1 5.9 0 0.0 21:00 9 0 0.0 9 100.0 0 0.0 0 0.0 0 0.0 22:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 23:00 5 0 0.0 5 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 474 13 2.7 433 91.4 25 5.3 3 0.6 0 0.0 16H,6-22 533 14 2.6 488 91.6 27 5.1 4 0.8 0 0.0 18H,6-24 540 14 2.6 495 91.7 27 5.0 4 0.7 0 0.0 24H,0-24 553 14 2.5 506 91.5 29 5.2 4 0.7 0 0.0

Data produced by 22 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Mon 24-Sep-18 00:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 2 0 0.0 1 50.0 1 50.0 0 0.0 0 0.0 05:00 18 0 0.0 17 94.4 1 5.6 0 0.0 0 0.0 06:00 28 2 7.1 23 82.1 3 10.7 0 0.0 0 0.0 07:00 93 2 2.2 85 91.4 6 6.5 0 0.0 0 0.0 08:00 103 0 0.0 89 86.4 12 11.7 1 1.0 1 1.0 09:00 71 2 2.8 62 87.3 7 9.9 0 0.0 0 0.0 10:00 28 2 7.1 26 92.9 0 0.0 0 0.0 0 0.0 11:00 43 2 4.7 34 79.1 6 14.0 1 2.3 0 0.0 12:00 33 2 6.1 30 90.9 1 3.0 0 0.0 0 0.0 13:00 42 1 2.4 38 90.5 2 4.8 1 2.4 0 0.0 14:00 40 1 2.5 34 85.0 5 12.5 0 0.0 0 0.0 15:00 88 2 2.3 78 88.6 6 6.8 1 1.1 1 1.1 16:00 80 0 0.0 73 91.3 7 8.8 0 0.0 0 0.0 17:00 108 0 0.0 97 89.8 10 9.3 1 0.9 0 0.0 18:00 68 1 1.5 59 86.8 8 11.8 0 0.0 0 0.0 19:00 31 2 6.5 27 87.1 2 6.5 0 0.0 0 0.0 20:00 15 3 20.0 11 73.3 0 0.0 1 6.7 0 0.0 21:00 8 0 0.0 6 75.0 2 25.0 0 0.0 0 0.0 22:00 8 0 0.0 8 100.0 0 0.0 0 0.0 0 0.0 23:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 12H,7-19 797 15 1.9 705 88.5 70 8.8 5 0.6 2 0.3 16H,6-22 879 22 2.5 772 87.8 77 8.8 6 0.7 2 0.2 18H,6-24 888 22 2.5 780 87.8 78 8.8 6 0.7 2 0.2 24H,0-24 910 22 2.4 799 87.8 81 8.9 6 0.7 2 0.2

Data produced by 23 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Tue 25-Sep-18 00:00 4 0 0.0 4 100.0 0 0.0 0 0.0 0 0.0 01:00 0 0-0-0-0-0- 02:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 03:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 04:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 05:00 10 0 0.0 9 90.0 1 10.0 0 0.0 0 0.0 06:00 29 1 3.5 27 93.1 1 3.5 0 0.0 0 0.0 07:00 86 5 5.8 71 82.6 9 10.5 0 0.0 1 1.2 08:00 108 0 0.0 94 87.0 13 12.0 0 0.0 1 0.9 09:00 79 0 0.0 73 92.4 5 6.3 1 1.3 0 0.0 10:00 34 1 2.9 30 88.2 3 8.8 0 0.0 0 0.0 11:00 36 0 0.0 33 91.7 3 8.3 0 0.0 0 0.0 12:00 41 2 4.9 35 85.4 4 9.8 0 0.0 0 0.0 13:00 61 4 6.6 43 70.5 13 21.3 1 1.6 0 0.0 14:00 44 2 4.6 39 88.6 3 6.8 0 0.0 0 0.0 15:00 93 0 0.0 84 90.3 6 6.5 1 1.1 2 2.2 16:00 83 5 6.0 70 84.3 7 8.4 1 1.2 0 0.0 17:00 121 0 0.0 110 90.9 10 8.3 1 0.8 0 0.0 18:00 58 1 1.7 52 89.7 3 5.2 2 3.5 0 0.0 19:00 45 1 2.2 41 91.1 2 4.4 1 2.2 0 0.0 20:00 26 1 3.9 24 92.3 1 3.9 0 0.0 0 0.0 21:00 9 0 0.0 5 55.6 2 22.2 2 22.2 0 0.0 22:00 10 0 0.0 10 100.0 0 0.0 0 0.0 0 0.0 23:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 844 20 2.4 734 87.0 79 9.4 7 0.8 4 0.5 16H,6-22 953 23 2.4 831 87.2 85 8.9 10 1.1 4 0.4 18H,6-24 965 23 2.4 843 87.4 85 8.8 10 1.0 4 0.4 24H,0-24 984 23 2.3 860 87.4 87 8.8 10 1.0 4 0.4

Data produced by 24 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Wed 26-Sep-18 00:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 01:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 02:00 0 0-0-0-0-0- 03:00 0 0-0-0-0-0- 04:00 4 0 0.0 3 75.0 1 25.0 0 0.0 0 0.0 05:00 11 0 0.0 11 100.0 0 0.0 0 0.0 0 0.0 06:00 29 1 3.5 27 93.1 1 3.5 0 0.0 0 0.0 07:00 77 4 5.2 67 87.0 5 6.5 1 1.3 0 0.0 08:00 115 0 0.0 99 86.1 14 12.2 1 0.9 1 0.9 09:00 72 0 0.0 68 94.4 4 5.6 0 0.0 0 0.0 10:00 34 1 2.9 30 88.2 3 8.8 0 0.0 0 0.0 11:00 55 1 1.8 44 80.0 10 18.2 0 0.0 0 0.0 12:00 37 2 5.4 29 78.4 6 16.2 0 0.0 0 0.0 13:00 60 1 1.7 47 78.3 11 18.3 1 1.7 0 0.0 14:00 44 2 4.6 40 90.9 2 4.6 0 0.0 0 0.0 15:00 84 2 2.4 74 88.1 5 6.0 2 2.4 1 1.2 16:00 74 2 2.7 61 82.4 10 13.5 1 1.4 0 0.0 17:00 103 3 2.9 87 84.5 12 11.7 1 1.0 0 0.0 18:00 67 0 0.0 57 85.1 9 13.4 1 1.5 0 0.0 19:00 38 1 2.6 31 81.6 5 13.2 1 2.6 0 0.0 20:00 17 0 0.0 14 82.4 3 17.7 0 0.0 0 0.0 21:00 13 0 0.0 12 92.3 1 7.7 0 0.0 0 0.0 22:00 10 0 0.0 9 90.0 1 10.0 0 0.0 0 0.0 23:00 4 0 0.0 4 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 822 18 2.2 703 85.5 91 11.1 8 1.0 2 0.2 16H,6-22 919 20 2.2 787 85.6 101 11.0 9 1.0 2 0.2 18H,6-24 933 20 2.1 800 85.7 102 10.9 9 1.0 2 0.2 24H,0-24 953 20 2.1 819 85.9 103 10.8 9 0.9 2 0.2

Data produced by 25 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Thu 27-Sep-18 00:00 3 0 0.0 3 100.0 0 0.0 0 0.0 0 0.0 01:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 02:00 1 0 0.0 1 100.0 0 0.0 0 0.0 0 0.0 03:00 1 0 0.0 0 0.0 1 100.0 0 0.0 0 0.0 04:00 0 0-0-0-0-0- 05:00 6 0 0.0 6 100.0 0 0.0 0 0.0 0 0.0 06:00 29 1 3.5 27 93.1 1 3.5 0 0.0 0 0.0 07:00 81 2 2.5 66 81.5 13 16.1 0 0.0 0 0.0 08:00 101 1 1.0 94 93.1 5 5.0 0 0.0 1 1.0 09:00 79 1 1.3 69 87.3 8 10.1 1 1.3 0 0.0 10:00 38 1 2.6 33 86.8 3 7.9 1 2.6 0 0.0 11:00 42 2 4.8 31 73.8 8 19.1 1 2.4 0 0.0 12:00 45 3 6.7 36 80.0 4 8.9 2 4.4 0 0.0 13:00 46 0 0.0 39 84.8 7 15.2 0 0.0 0 0.0 14:00 60 1 1.7 52 86.7 6 10.0 1 1.7 0 0.0 15:00 94 2 2.1 82 87.2 7 7.5 2 2.1 1 1.1 16:00 90 3 3.3 75 83.3 12 13.3 0 0.0 0 0.0 17:00 104 0 0.0 91 87.5 12 11.5 1 1.0 0 0.0 18:00 63 1 1.6 57 90.5 4 6.4 1 1.6 0 0.0 19:00 37 0 0.0 35 94.6 2 5.4 0 0.0 0 0.0 20:00 41 3 7.3 35 85.4 2 4.9 1 2.4 0 0.0 21:00 19 0 0.0 18 94.7 1 5.3 0 0.0 0 0.0 22:00 13 0 0.0 11 84.6 2 15.4 0 0.0 0 0.0 23:00 2 0 0.0 2 100.0 0 0.0 0 0.0 0 0.0 12H,7-19 843 17 2.0 725 86.0 89 10.6 10 1.2 2 0.2 16H,6-22 969 21 2.2 840 86.7 95 9.8 11 1.1 2 0.2 18H,6-24 984 21 2.1 853 86.7 97 9.9 11 1.1 2 0.2 24H,0-24 996 21 2.1 864 86.8 98 9.8 11 1.1 2 0.2

Data produced by 26 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Fri 21-Sep-18 960 8 0.8 880 91.7 63 6.6 8 0.8 1 0.1 Sat 22-Sep-18 660 14 2.1 603 91.4 34 5.2 8 1.2 1 0.2 Sun 23-Sep-18 553 14 2.5 506 91.5 29 5.2 4 0.7 0 0.0 Mon 24-Sep-18 910 22 2.4 799 87.8 81 8.9 6 0.7 2 0.2 Tue 25-Sep-18 984 23 2.3 860 87.4 87 8.8 10 1.0 4 0.4 Wed 26-Sep-18 953 20 2.1 819 85.9 103 10.8 9 0.9 2 0.2 Thu 27-Sep-18 996 21 2.1 864 86.8 98 9.8 11 1.1 2 0.2 Total Vehicles [--] 6016 122 2.1 5331 88.9 495 7.9 56 0.9 12 0.2

Daily Totals 1200

1000

800

600 984 996 960 910 953 400 no. of vehiclesno. of 660 553 200

0 Fri 21-Sep-18 Sat 22-Sep-18 Sun 23-Sep-18 Mon 24-Sep-18 Tue 25-Sep-18 Wed 26-Sep-18 Thu 27-Sep-18

Data produced by 27 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Fri 21-Sep-18 00:00 3 -28.55000011100000 01:00 2 -33.51.8000000200000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 2 -413.5000000011000 05:00 4 -34.82.8000000310000 06:00 29 38.9344.50000081191000 07:00 70 40364.100000823354000 08:00 104 38.833.65.4002112050255000 09:00 66 3934.34.6000101134164000 10:00 39 37.231.8500003161271000 11:00 43 35.6324.100003122350000 12:00 58 3833.94.200002735122000 13:00 51 35.831.8500104122770000 14:00 61 38.133.15.1000221230132000 15:00 101 38.132.84.8000152841251000 16:00 88 39.334.35.2002001537313000 17:00 90 3934.24.4000021739302000 18:00 55 40.135.74.400000722215000 19:00 38 36.632.15.40010381970000 20:00 22 36.330.35.4000058540000 21:00 13 35.233.14.1000003901000 22:00 9 -33.54.6000003330000 23:00 12 34.732.32.7000003900000 12H,7-1982638.933.74.900552216537322729000 16H,6-2292838.833.64.900653019241724731000 18H,6-2494938.833.64.900653019842925031000 24H,0-2496038.833.64.900653119943525232000

Data produced by 28 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sat 22-Sep-18 00:00 2 -313.5000001100000 01:00 1 -33.5-000000100000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 2 -363.5000000110000 05:00 4 -29.82.8000003100000 06:00 6 -34.36000002211000 07:00 17 35.934.13.80000021221000 08:00 36 38.632.86.40011261682000 09:00 52 4035.15.100001920174100 10:00 48 3932.67.400401919123000 11:00 47 38.532.37.501301722112000 12:00 69 37.532.16.4003321135141000 13:00 44 35.832.74.300001132442000 14:00 46 35.731.75.100104112460000 15:00 37 3632.84.50000362251000 16:00 56 38.733.44.9000111521171000 17:00 45 35.832.74.60001282761000 18:00 42 38.333.74.80000272373000 19:00 31 39.534.64.80000141673000 20:00 22 34.931.23.70000012820000 21:00 10 31276.4000224110000 22:00 23 34.529.65.40002371010000 23:00 20 38.531.56.1000047270000 12H,7-19 539 38.3 32.9 5.7 0 1 12 6 20 104 265 109 21 1 0 0 16H,6-22 608 38.3 32.9 5.7 0 1 12 8 23 126 292 120 25 1 0 0 18H,6-24 651 38.2 32.7 5.7 0 1 12 10 30 140 304 128 25 1 0 0 24H,0-24 660 38.2 32.7 5.7 0 1 12 10 30 144 308 129 25 1 0 0

Data produced by 29 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Sun 23-Sep-18 00:00 7 -31.45000012310000 01:00 2 -363.5000000110000 02:00 1 -33.5-000000100000 03:00 0 - - -000000000000 04:00 1 -38.5-000000010000 05:00 2 -3610.6000001001000 06:00 4 -37.34.9000000211000 07:00 6 -319.4001001220000 08:00 10 37.7344000002530000 09:00 34 38.934.74.200001318111000 10:00 34 3934.54.30000061792000 11:00 39 39.732.9600011151255000 12:00 62 38.433.45.6010101232133000 13:00 48 3833.34.2000001521111000 14:00 55 35.830.8601106172280000 15:00 57 35.4318.302114172640002 16:00 49 36.732.94.60001292881000 17:00 32 37.932.95.20001181471000 18:00 48 38.933.45.500006622113000 19:00 29 38.333.84.20000071471000 20:00 17 38.4326.2000035441000 21:00 9 -32.42.7000002700000 22:00 2 -263.5000011000000 23:00 5 -32.52.6000001400000 12H,7-1947438.132.85.80435211112199217002 16H,6-2253338.232.95.704352412524610420002 18H,6-2454038.132.95.704352512725010420002 24H,0-2455338.232.95.704352613025510721002

Data produced by 30 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Mon 24-Sep-18 00:00 1 -33.5-000000100000 01:00 1 -38.5-000000010000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 2 -363.5000000110000 05:00 18 39.434.35.4000014571000 06:00 28 39.334.44.90000151282000 07:00 93 39.935.25.5001021430405010 08:00 103 3934.44.1000001950304000 09:00 71 39.234.25001001432204000 10:00 28 38.333.55.90010131652000 11:00 43 39.633.76.700202616143000 12:00 33 38.8335.300002119101000 13:00 42 37.632.45.900101151671100 14:00 40 38.833.45.3000111016102000 15:00 88 38.833.95000131544204100 16:00 80 39.934.95.2000111235245200 17:00 108 39.4354000011349423000 18:00 68 38.934.24.5000021134183000 19:00 31 38.433.55.20001151581000 20:00 15 37.633.24.3000005640000 21:00 8 -31.64.8000005120000 22:00 8 -31.65.5000020510000 23:00 1 -38.5-000000010000 12H,7-1979739.434.35.100631614334724037410 16H,6-2287939.334.25.100641816338126240410 18H,6-2488839.334.25.100642016338626440410 24H,0-2491039.334.25.100642116739327341410

Data produced by 31 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Tue 25-Sep-18 00:00 4 -33.51.6000000400000 01:00 0 - - -000000000000 02:00 2 -363.5000000110000 03:00 1 -33.5-000000100000 04:00 2 -38.51.8000000020000 05:00 10 38.535.53000000640000 06:00 29 40.535.45.10000061094000 07:00 86 40.135.25.700202929377000 08:00 108 3934.54000001853343000 09:00 79 39.233.95.4001041141157000 10:00 34 40.333.97.10011187124000 11:00 36 39.434.250000181593000 12:00 41 38.732.56.701005716102000 13:00 61 38.132.36.7021001825132000 14:00 44 38.2335.200012102092000 15:00 93 38.634.14.2000021549243000 16:00 83 39.533.87013011532263110 17:00 121 38.634.24000021866323000 18:00 58 39.133.85.8000301027143100 19:00 45 37.731.95.2000131614110000 20:00 26 35.531.44.70000391040000 21:00 9 -28.59.1002002410000 22:00 10 36334.6000011620000 23:00 2 -363.5000000110000 12H,7-1984439.333.95.404852014738023542210 16H,6-22 953 39.2 33.8 5.5 0 4 10 6 26 180 418 260 46 2 1 0 18H,6-24 965 39.2 33.8 5.5 0 4 10 6 27 181 425 263 46 2 1 0 24H,0-24 984 39.2 33.8 5.5 0 4 10 6 27 181 437 270 46 2 1 0

Data produced by 32 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Wed 26-Sep-18 00:00 2 -313.5000001100000 01:00 3 -33.51.7000000300000 02:00 0 - - -000000000000 03:00 0 - - -000000000000 04:00 4 -363.2000000220000 05:00 11 40.636.74.3000000632000 06:00 29 39.335.14.100000413111000 07:00 77 40.5365.300100731297200 08:00 115 39.134.64.1000011755393000 09:00 72 39.434.84.800011835233100 10:00 34 37.5325.600102101380000 11:00 55 38.934.54.200000929143000 12:00 37 3631.95.60010391851000 13:00 60 3732.83.9000002127120000 14:00 44 39.434.45.400100817162000 15:00 84 37.732.95001112240172000 16:00 74 39.534.55.3001031028293000 17:00 103 38.533.55.3002112051244000 18:00 67 39.334.54.5000011326252000 19:00 38 37.331.8500003161171000 20:00 17 3832.35.1000017450000 21:00 13 33.628.95000045310000 22:00 10 3633.54.9000003511000 23:00 4 -28.57.1000021010000 12H,7-1982239.134500831315437024130300 16H,6-2291939.133.9500832118640126532300 18H,6-249333933.8500832319040626733300 24H,0-2495339.133.9500832319141827235300

Data produced by 33 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Thu 27-Sep-18 00:00 3 -35.23.1000000210000 01:00 1 -33.5-000000100000 02:00 1 -33.5-000000100000 03:00 1 -33.5-000000100000 04:00 0 - - -000000000000 05:00 6 -34.34000001320000 06:00 29 37.833.54.50000161561000 07:00 81 40.436.64.200001331387100 08:00 101 39.935.84.2000011134505000 09:00 79 38.634.53.800001846222000 10:00 38 37.332.25.90011281871000 11:00 42 37.231.57.20030481953000 12:00 45 36.529.6800524101671000 13:00 46 39.733.6600021101995000 14:00 60 37.432.85.100101172993000 15:00 94 37.932.15.7000382735174000 16:00 90 3933.46011022139205100 17:00 104 39.234.54.4000021553286000 18:00 63 39.834.55.4000111128165100 19:00 37 3731.66.200015111351100 20:00 41 36.330.65.900035121470000 21:00 19 35.132.24.9000017821000 22:00 13 36.933.14.1000004630000 23:00 2 -313.5000001100000 12H,7-19 843 39.3 33.8 5.6 0 1 11 9 28 149 367 228 47 3 0 0 16H,6-22 969 39.1 33.5 5.6 0 1 11 13 40 185 417 248 50 4 0 0 18H,6-24 984 39.1 33.5 5.6 0 1 11 13 40 190 424 251 50 4 0 0 24H,0-24 996 39.1 33.5 5.6 0 1 11 13 40 191 432 254 50 4 0 0

Data produced by 34 of 37 Axiom Traffic Ltd 23487 SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Fri 21-Sep-18 to Thu 27-Sep-18 Channel: Westbound

Time Total 85%ile Mean Stand <6Mph6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 Period Vehicles Speed Speed Dev. Daily Totals Fri 21-Sep-18 960 38.833.64.900653119943525232000 Sat 22-Sep-18 660 38.2 32.7 5.7 0 1 12 10 30 144 308 129 25 1 0 0 Sun 23-Sep-18 553 38.232.95.704352613025510721002 Mon 24-Sep-18 910 39.334.25.100642116739327341410 Tue 25-Sep-18 984 39.2 33.8 5.5 0 4 10 6 27 181 437 270 46 2 1 0 Wed 26-Sep-18 953 39.133.9500832319141827235300 Thu 27-Sep-18 996 39.1 33.5 5.6 0 1 11 13 40 191 432 254 50 4 0 0 Total Vehicles [--] 6016 38.8 33.5 5.4 0 10 56 46 198 1203 2678 1557 250 14 2 2

Total Vehicles 50 3000 2678 38.8 39.3 39.2 39.1 39.1 38.8 40 38.2 38.2 2500 34.2 33.8 33.9 33.6 32.7 32.9 33.5 33.5 2000 30 Mean 1557

1500 mph 1203 20 1000 No. of Vehicles of No.

500 10 85%ile 198 250 0 10 56 46 14 22 0 <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56 0 Fri 21-Sep- Sat 22-Sep- Sun 23- Mon 24- Tue 25- Wed 26- Thu 27- Total Speed Bins 18 18 Sep-18 Sep-18 Sep-18 Sep-18 Sep-18 Vehicles

Data produced by 35 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Channel: Westbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av Week Begin: 21-Sep-18 00:00 3 27142333 01:00 2 12103111 02:00 0 01020111 03:00 0 00010100 04:00 2 21224022 05:00 4 4 2 18 10 11 6 10 8 06:00 29 6 4 28 29 29 29 29 22 07:00 70 176 938677818161 08:00 104 36 10 103 108 115 101 106 82 09:00 66 52 34 71 79 72 79 73 65 10:00 39 48 34 28 34 34 38 35 36 11:00 43 47 39 43 36 55 42 44 44 12:00 58 69 62 33 41 37 45 43 49 13:00 51 44 48 42 61 60 46 52 50 14:00 61 46 55 40 44 44 60 50 50 15:00 101 37 57 88 93 84 94 92 79 16:00 88 56 49 80 83 74 90 83 74 17:00 90 45 32 108 121 103 104 105 86 18:00 55 42 48 68 58 67 63 62 57 19:00 38 31 29 31 45 38 37 38 36 20:00 22 22 17 15 26 17 41 24 23 21:00 13 10 9 8 9 13 19 12 12 22:00 9 23 2 8 10 10 13 10 11 23:00 12 205124247 12H,7-19 826 539 474 797 844 822 843 826 735 16H,6-22 928 608 533 879 953 919 969 930 827 18H,6-24 949 651 540 888 965 933 984 944 844 24H,0-24 960 660 553 910 984 953 996 961 859 Am 08:00 09:00 11:00 08:00 08:00 08:00 08:00 - - Peak 104 52 39 103 108 115 101 106 89 Pm 15:00 12:00 12:00 17:00 17:00 17:00 17:00 - - Peak 101 69 62 108 121 103 104 107 95

Data produced by 36 of 37 Axiom Traffic Ltd 23487SHUTTINGTON Site No: 23487002 Location Site 2, Main Road, Shuttington (Warning Sign) Channel: Westbound

Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day TIME PERIOD 21/09/18 22/09/18 23/09/18 24/09/18 25/09/18 26/09/18 27/09/18 Av Av

Daily Totals 1200

996 960 984 953 961 1000 910 859 800 660 600 553

400 no. of vehiclesno. of

200

0 Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day

Data produced by 37 of 37 Axiom Traffic Ltd ‐ 1 23487 01 Site Access / Unamed Road o SHUTTINGTON Tuesday 25 September 2018 0700‐1900 For and on behalf of: behalf on and For Drawing N : Site: Location: N 4

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n U 3 B MANUAL CLASSIFIED COUNTS

JOB REF: 23487

JOB NAME: SHUTTINGTON

SITE: 1 DATE: 25/09/2018

LOCATION: SITE ACCESS / UNAMED ROAD DAY: TUESDAY

MOVEMENT 1 MOVEMENT 2 TIME LEFT TURN OUT RIGHT TURN OUT CAR LGV OGV1 OGV2 PSV MCL PCL TOT CAR LGV OGV1 OGV2 PSV MCL PCL TOT 07:00 00000000 00000000 07:15 00000000 00000000 07:30 00000000 00000000 07:45 00000000 00000000 H/TOT 00000000 00000000 08:00 00000000 00000000 08:15 00000000 00000000 08:30 00000000 00000000 08:45 00000000 11000002 H/TOT 00000000 11000002 09:00 01000001 21000003 09:15 00000000 00000000 09:30 00000000 00000000 09:45 00000000 00000000 H/TOT 01000001 21000003 10:00 01000001 00000000 10:15 00000000 00000000 10:30 00000000 00000000 10:45 00000000 20000002 H/TOT 01000001 20000002 11:00 00000000 00000000 11:15 10000001 00000000 11:30 00000000 11000002 11:45 10000001 02000002 H/TOT 20000002 13000004 12:00 00000000 00000000 12:15 00000000 00000000 12:30 00000000 10000001 12:45 00000000 10000001 H/TOT 00000000 20000002 MANUAL CLASSIFIED COUNTS

JOB REF: 23487

JOB NAME: SHUTTINGTON

SITE: 1 DATE: 25/09/2018

LOCATION: SITE ACCESS / UNAMED ROAD DAY: TUESDAY

MOVEMENT 1 MOVEMENT 2 TIME LEFT TURN OUT RIGHT TURN OUT CAR LGV OGV1 OGV2 PSV MCL PCL TOT CAR LGV OGV1 OGV2 PSV MCL PCL TOT 13:00 00000000 10000001 13:15 00000000 00000000 13:30 00000000 00000000 13:45 10000001 00000000 H/TOT 10000001 10000001 14:00 10000001 00000000 14:15 10000001 00000000 14:30 10000001 01000001 14:45 00000000 10000001 H/TOT 30000003 11000002 15:00 00000000 10000001 15:15 00000000 01000001 15:30 00000000 10000001 15:45 00000000 10000001 H/TOT 00000000 31000004 16:00 00000000 00000000 16:15 10000001 30000003 16:30 00000000 20000002 16:45 00000000 01000001 H/TOT 10000001 51000006 17:00 10000001 00000000 17:15 20000002 10000001 17:30 10000001 00000000 17:45 00000000 00000000 H/TOT 40000004 10000001 18:00 00000000 00000000 18:15 00000000 00000000 18:30 00000000 00000000 18:45 00000000 00000000 H/TOT 00000000 00000000 P/TOT 1120000013 1980000027 MANUAL CLASSIFIED COUNTS

JOB REF: 23487

JOB NAME: SHUTTINGTON

SITE: 1 DATE: 25/09/2018

LOCATION: SITE ACCESS / UNAMED ROAD DAY: TUESDAY

MOVEMENT 1 MOVEMENT 2 TIME LEFT TURN OUT RIGHT TURN OUT CAR LGV OGV1 OGV2 PSV MCL PCL TOT CAR LGV OGV1 OGV2 PSV MCL PCL TOT MANUAL CLASSIFIED COUNTS

JOB REF: 23487

JOB NAME: SHUTTINGTON

SITE: 1 DATE: 25/09/2018

LOCATION: SITE ACCESS / UNAMED ROAD DAY: TUESDAY

MOVEMENT 3 MOVEMENT 4 TIME LEFT TURN IN RIGHT TURN IN CAR LGV OGV1 OGV2 PSV MCL PCL TOT CAR LGV OGV1 OGV2 PSV MCL PCL TOT 07:00 00000000 00000000 07:15 00000000 00000000 07:30 00000000 00000000 07:45 01000001 00000000 H/TOT 01000001 00000000 08:00 01000001 00000000 08:15 00000000 00000000 08:30 00000000 00000000 08:45 10000001 10000001 H/TOT 11000002 10000001 09:00 00000000 00000000 09:15 00000000 00000000 09:30 00000000 10000001 09:45 00000000 00000000 H/TOT 00000000 10000001 10:00 00000000 00000000 10:15 00000000 10000001 10:30 10000001 00000000 10:45 00000000 00000000 H/TOT 10000001 10000001 11:00 01000001 00000000 11:15 00000000 20000002 11:30 10000001 00000000 11:45 00000000 01000001 H/TOT 11000002 21000003 12:00 00000000 00000000 12:15 00000000 00000000 12:30 00000000 00000000 12:45 00000000 00000000 H/TOT 00000000 00000000 MANUAL CLASSIFIED COUNTS

JOB REF: 23487

JOB NAME: SHUTTINGTON

SITE: 1 DATE: 25/09/2018

LOCATION: SITE ACCESS / UNAMED ROAD DAY: TUESDAY

MOVEMENT 3 MOVEMENT 4 TIME LEFT TURN IN RIGHT TURN IN CAR LGV OGV1 OGV2 PSV MCL PCL TOT CAR LGV OGV1 OGV2 PSV MCL PCL TOT 13:00 00000000 00000000 13:15 00000000 00000000 13:30 00000000 00000000 13:45 00000000 10000001 H/TOT 00000000 10000001 14:00 20000002 00000000 14:15 00000000 00000000 14:30 00000000 10000001 14:45 20000002 10000001 H/TOT 40000004 20000002 15:00 10000001 00000000 15:15 00000000 00000000 15:30 00000000 10000001 15:45 00000000 10000001 H/TOT 10000001 20000002 16:00 00000000 20000002 16:15 01000001 00000000 16:30 00000000 00000000 16:45 00000000 01000001 H/TOT 01000001 21000003 17:00 10000001 10000001 17:15 00000000 00000000 17:30 00000000 10000001 17:45 00000000 00000000 H/TOT 10000001 20000002 18:00 00000000 00000000 18:15 00000000 00000000 18:30 10000001 00000000 18:45 00000000 00000000 H/TOT 10000001 00000000 P/TOT 1040000014 1420000016 MANUAL CLASSIFIED COUNTS

JOB REF: 23487

JOB NAME: SHUTTINGTON

SITE: 1 DATE: 25/09/2018

LOCATION: SITE ACCESS / UNAMED ROAD DAY: TUESDAY

MOVEMENT 3 MOVEMENT 4 TIME LEFT TURN IN RIGHT TURN IN CAR LGV OGV1 OGV2 PSV MCL PCL TOT CAR LGV OGV1 OGV2 PSV MCL PCL TOT

T18524 Land South of Shuttington Village Hall

APPENDIX B - CRASHMAP

PTB Transport Planning Ltd T18524 - TA - Email

T18524 Land South of Shuttington Village Hall

APPENDIX C - INDICATIVE MASTERPLAN

PTB Transport Planning Ltd T18524 - TA - Email

T18524 Land South of Shuttington Village Hall

APPENDIX D - MFS VISIBILITY CALCULATIONS

PTB Transport Planning Ltd T18524 - TA - Email Project No T18524 Project Name Land South of Shuttington Village Hall

[Location] Speed Survey (24th ‐ 27th September 2018 ‐ 07:00 ‐ 19:00)

Direction Volume Speed Total Direction Volume Speed Total Eastbound 892 34.2 30506.4 Westbound 797 39.4 31401.8 994 34.6 34392.4 844 39.3 33169.2 912 34.2 31190.4 822 39.1 32140.2 1023 34.4 35191.2 843 39.3 33129.9 0.0 0.0 Total 3821 131280.4 Total 3306 129841.1

Average 85th Percentile Speed = 34.35760272 Average 85th Percentile Speed = 39.27437992 Wet Weather Reduction 2.5 Wet Weather Reduction 2.5

Wet Weather 85th Percentile Speed = 31.85760272 Wet Weather 85th Percentile Speed = 36.77437992 Project No T18524 Project Name Land South of Shuttington Village Hall

MfS Visibility Calculation

BELOW 60 KPH DESIGN/MEASURED SPEED BELOW 60 KPH DESIGN/MEASURED SPEED Para 10.1.5 MfS2 Para 10.1.5 MfS2 Eastbound Westbound Calculation Params Speed Survey Result Calculation Params Speed Survey Result v 14.15893 31.8576 mph v 16.34417 36.77438 mph t 1.5 t 1.5 d 4.41 d 4.41 gradient 0 gradient 0 SSD = 44.0 m Vis required = 46.4 m SSD = 54.8 m Vis required = 57.2 m

T18524 Land South of Shuttington Village Hall

APPENDIX E - TRICS OUTPUT FILES

PTB Transport Planning Ltd T18524 - TA - Email TRICS 7.5.2 230718 B18.40 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 10/10/18 Shuttington Page 1 OFF-LINE VERSION PTB Transport Planning Ltd Hagley Road Birmingham Licence No: 141301

Calculation Reference: AUDIT-141301-181010-1023 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days KC KENT 1 days 03 SOUTH WEST DV DEVON 2 days WL WILTSHIRE 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 2 days SF SUFFOLK 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days SY SOUTH YORKSHIRE 1 days WY WEST YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 1 days 10 WALES PS POWYS 1 days 11 SCOTLAND AG ANGUS 1 days HI HIGHLAND 1 days PK PERTH & KINROSS 1 days 12 CONNAUGHT CS SLIGO 2 days LT LEITRIM 1 days MA MAYO 1 days RO ROSCOMMON 1 days 14 LEINSTER WX WEXFORD 1 days 17 ULSTER (NORTHERN IRELAND) AN ANTRIM 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of dwellings Actual Range: 7 to 90 (units: ) Range Selected by User: 4 to 100 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/10 to 27/11/17

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 5 days Tuesday 4 days Wednesday 5 days Thursday 5 days Friday 4 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 23 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 19 Neighbourhood Centre (PPS6 Local Centre) 4

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Residential Zone 19 Village 3 No Sub Category 1 TRICS 7.5.2 230718 B18.40 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 10/10/18 Shuttington Page 2 OFF-LINE VERSION PTB Transport Planning Ltd Hagley Road Birmingham Licence No: 141301

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Secondary Filtering selection:

Use Class: C 3 22 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 1,000 or Less 3 days 1,001 to 5,000 5 days 5,001 to 10,000 4 days 10,001 to 15,000 1 days 15,001 to 20,000 6 days 20,001 to 25,000 1 days 25,001 to 50,000 3 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 5,000 or Less 2 days 5,001 to 25,000 5 days 25,001 to 50,000 6 days 50,001 to 75,000 1 days 75,001 to 100,000 2 days 100,001 to 125,000 1 days 125,001 to 250,000 5 days 250,001 to 500,000 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 1.1 to 1.5 21 days 1.6 to 2.0 2 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: Yes 1 days No 22 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating: No PTAL Present 23 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.5.2 230718 B18.40 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 10/10/18 Shuttington Page 3 OFF-LINE VERSION PTB Transport Planning Ltd Hagley Road Birmingham Licence No: 141301

LIST OF SITES relevant to selection parameters

1 AG-03-A-01 BUNGALOWS/DET. ANGUS KEPTIE ROAD ARBROATH

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 2 AN-03-A-07 SEMI DETACHED/TERRACED HOUSING ANTRIM CASTLE WAY ANTRIM

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 5 Survey date: TUESDAY 20/12/11 Survey Type: MANUAL 3 CA-03-A-04 DETACHED CAMBRIDGESHIRE

PETERBOROUGH THORPE PARK ROAD Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 9 Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 4 CA-03-A-05 DETACHED HOUSES CAMBRIDGESHIRE EASTFIELD ROAD PETERBOROUGH

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 8 Survey date: MONDAY 17/10/16 Survey Type: MANUAL 5 CH-03-A-08 DETACHED CHESHIRE WHITCHURCH ROAD CHESTER BOUGHTON HEATH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 1 Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 6 CS-03-A-03 MIXED HOUSES SLIGO TOP ROAD STRANDHILL STRANDHILL Neighbourhood Centre (PPS6 Local Centre) Village Total Number of dwellings: 3 0 Survey date: THURSDAY 27/10/16 Survey Type: MANUAL 7 CS-03-A-04 DETACHED & SEMI-DETACHED SLIGO R292 STRANDHILL

Neighbourhood Centre (PPS6 Local Centre) Village Total Number of dwellings: 6 3 Survey date: THURSDAY 27/10/16 Survey Type: MANUAL 8 DV-03-A-01 TERRACED HOUSES DEVON BRONSHILL ROAD TORQUAY

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 7 Survey date: WEDNESDAY 30/09/15 Survey Type: MANUAL TRICS 7.5.2 230718 B18.40 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 10/10/18 Shuttington Page 4 OFF-LINE VERSION PTB Transport Planning Ltd Hagley Road Birmingham Licence No: 141301

LIST OF SITES relevant to selection parameters (Cont.)

9 DV-03-A-03 TERRACED & SEMI DETACHED DEVON LOWER BRAND LANE HONITON

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 0 Survey date: MONDAY 28/09/15 Survey Type: MANUAL 10 HC-03-A-19 HOUSES & FLATS HAMPSHIRE CANADA WAY LIPHOOK

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 6 2 Survey date: MONDAY 27/11/17 Survey Type: MANUAL 11 HI-03-A-14 SEMI-DETACHED & TERRACED HIGHLAND KING BRUDE ROAD INVERNESS SCORGUIE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 0 Survey date: WEDNESDAY 23/03/16 Survey Type: MANUAL 12 KC-03-A-03 MIXED HOUSES & FLATS KENT HYTHE ROAD ASHFORD WILLESBOROUGH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 1 Survey date: THURSDAY 14/07/16 Survey Type: MANUAL 13 LT-03-A-01 SEMI-DETACHED & DETACHED LEITRIM ARD NA SI CARRICK-ON-SHANNON ATTIRORY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 9 0 Survey date: FRIDAY 24/04/15 Survey Type: MANUAL 14 MA-03-A-01 SEMI-DET. & TERRACED MAYO N26 STATION ROAD BALLINA

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 4 Survey date: FRIDAY 15/07/11 Survey Type: MANUAL 15 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE GRAMMAR SCHOOL LANE NORTHALLERTON

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 2 Survey date: MONDAY 16/09/13 Survey Type: MANUAL 16 PK-03-A-01 DETAC. & BUNGALOWS PERTH & KINROSS TULLYLUMB TERRACE PERTH GORNHILL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 6 Survey date: WEDNESDAY 11/05/11 Survey Type: MANUAL TRICS 7.5.2 230718 B18.40 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 10/10/18 Shuttington Page 5 OFF-LINE VERSION PTB Transport Planning Ltd Hagley Road Birmingham Licence No: 141301

LIST OF SITES relevant to selection parameters (Cont.)

17 PS-03-A-02 DETACHED/SEMI-DETACHED POWYS GUNROG ROAD WELSHPOOL

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 8 Survey date: MONDAY 11/05/15 Survey Type: MANUAL 18 RO-03-A-04 SEMI DET. & BUNGALOWS ROSCOMMON EAGLE COURT ROSCOMMON ARDNANAGH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 9 Survey date: FRIDAY 26/09/14 Survey Type: MANUAL 19 SF-03-A-06 DETACHED & SEMI-DETACHED SUFFOLK BURY ROAD KENTFORD

Neighbourhood Centre (PPS6 Local Centre) Village Total Number of dwellings: 3 8 Survey date: FRIDAY 22/09/17 Survey Type: MANUAL 20 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE A19 BENTLEY ROAD DONCASTER BENTLEY RISE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 4 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 21 WL-03-A-02 SEMI DETACHED WILTSHIRE HEADLANDS GROVE SWINDON

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 7 Survey date: THURSDAY 22/09/16 Survey Type: MANUAL 22 WX-03-A-01 SEMI-DETACHED WEXFORD CLONARD ROAD WEXFORD

Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 3 4 Survey date: THURSDAY 25/09/14 Survey Type: MANUAL 23 WY-03-A-01 MIXED HOUSING WEST YORKSHIRE SPRING VALLEY CRESCENT LEEDS BRAMLEY Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 4 6 Survey date: WEDNESDAY 21/09/16 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count.

MANUALLY DESELECTED SITES

Site Ref Reason for Deselection KC-03-A-05 No Data NF-03-A-02 Flats WS-03-A-07 Bungalows TRICS 7.5.2 230718 B18.40 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 10/10/18 Shuttington Page 6 OFF-LINE VERSION PTB Transport Planning Ltd Hagley Road Birmingham Licence No: 141301

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 23 43 0.062 23 43 0.243 23 43 0.305 08:00 - 09:00 23 43 0.174 23 43 0.457 23 43 0.631 09:00 - 10:00 23 43 0.176 23 43 0.213 23 43 0.389 10:00 - 11:00 23 43 0.140 23 43 0.146 23 43 0.286 11:00 - 12:00 23 43 0.156 23 43 0.167 23 43 0.323 12:00 - 13:00 23 43 0.172 23 43 0.182 23 43 0.354 13:00 - 14:00 23 43 0.200 23 43 0.198 23 43 0.398 14:00 - 15:00 23 43 0.195 23 43 0.214 23 43 0.409 15:00 - 16:00 23 43 0.256 23 43 0.204 23 43 0.460 16:00 - 17:00 23 43 0.320 23 43 0.220 23 43 0.540 17:00 - 18:00 23 43 0.382 23 43 0.233 23 43 0.615 18:00 - 19:00 23 43 0.311 23 43 0.189 23 43 0.500 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.544 2.666 5.210

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.5.2 230718 B18.40 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 10/10/18 Shuttington Page 7 OFF-LINE VERSION PTB Transport Planning Ltd Hagley Road Birmingham Licence No: 141301

The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 7 - 90 (units: ) Survey date date range: 01/01/10 - 27/11/17 Number of weekdays (Monday-Friday): 23 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 3 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed.

T18524 Land South of Shuttington Village Hall

APPENDIX F - 2011 CENSUS DATA – JTW

PTB Transport Planning Ltd T18524 - TA - Email WU03EW - Location of usual residence and place of work by method of travel to work (MSOA level) ONS Crown Copyright Reserved [from Nomis on 10 October 2018] population All usual residents aged 16 and over in employment the week before the census units Persons date 2011 method of travel to work Driving a car or van

usual residence place of work : 2011 super output area - middle E02006468 : North layer Warwickshire 001 E02006470 : North Warwickshire 003 344 14% East 5% E02006218 : Tamworth 002 237 10% West 95% E02006469 : North Warwickshire 002 226 9% E02006468 : North Warwickshire 001 207 8% E02006221 : Tamworth 005 115 5% E02006219 : Tamworth 003 113 5% E02006226 : Tamworth 010 111 5% E02006157 : Lichfield 012 85 3% E02006471 : North Warwickshire 004 85 3% E02006217 : Tamworth 001 64 3% E02005380 : Hinckley and Bosworth 004 60 2% E02006473 : North Warwickshire 006 60 2% E02006224 : Tamworth 008 59 2% E02002089 : Solihull 009 59 2% E02006479 : Nuneaton and Bedworth 005 51 2% E02006474 : North Warwickshire 007 43 2% E02001854 : Birmingham 028 37 2% E02006482 : Nuneaton and Bedworth 008 36 1% E02006899 : Birmingham 138 34 1% E02005408 : North West Leicestershire 012 33 1% E02001876 : Birmingham 050 30 1% E02002091 : Solihull 011 28 1% E02006472 : North Warwickshire 005 25 1% E02006149 : Lichfield 004 24 1% E02006153 : Lichfield 008 23 1% E02001832 : Birmingham 006 21 1% E02001847 : Birmingham 021 21 1% E02005399 : North West Leicestershire 003 19 1% E02006147 : Lichfield 002 19 1% E02001855 : Birmingham 029 19 1% E02005387 : Hinckley and Bosworth 011 18 1% E02006220 : Tamworth 004 16 1% E02006156 : Lichfield 011 15 1% E02006223 : Tamworth 007 15 1% E02001830 : Birmingham 004 15 1% E02006150 : Lichfield 005 14 1% E02006483 : Nuneaton and Bedworth 009 14 1% E02005372 : Harborough 006 13 1% E02005384 : Hinckley and Bosworth 008 13 1% E02001863 : Birmingham 037 13 1% E02001995 : Coventry 038 13 1%

T18524 Land South of Shuttington Village Hall

APPENDIX G - JUNCTIONS 9 OUTPUT FILES – SITE ACCESS

PTB Transport Planning Ltd T18524 - TA - Email Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

Junctions 9 PICADY 9 - Priority Intersection Module Version: 9.0.1.4646 [] © Copyright TRL Limited, 2018 For sales and distribution information, program advice and maintenance, contact TRL: Tel: +44 (0)1344 770758 email: [email protected] Web: http://www.trlsoftware.co.uk The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

Filename: Site Access.j9 Path: \\SERVER-01\Company\General\Projects\T18524 Shuttington\Junction Assessments\Picady Report generation date: 11/10/2018 15:00:04

»2023 Base, AM »2023 Base, PM »2023 + Development, AM »2023 + Development, PM

Summary of junction performance

AM PM Network Network Queue Delay Junction Junction Queue Delay Junction Junction RFC LOS Residual RFC LOS Residual (PCU) (s) Delay (s) LOS (PCU) (s) Delay (s) LOS Capacity Capacity 2023 Base

Stream B-AC 0.0 0.00 0.00 A 900 % 0.0 6.20 0.01 A 900 % 0.04 A 0.24 A Stream C-AB 0.0 5.49 0.00 A [] 0.0 5.53 0.00 A [] 2023 + Development 748 % 809 % Stream B-AC 0.0 7.72 0.03 A 0.0 6.99 0.02 A

0.59 A 0.45 A [Stream [Stream Stream C-AB 0.0 5.50 0.00 A B-AC] 0.0 5.54 0.00 A B-AC]

There are warnings associated with one or more model runs - see the 'Data Errors and Warnings' tables for each Analysis or Demand Set.

Values shown are the highest values encountered over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand-weighted averages. Network Residual Capacity indicates the amount by which network flow could be increased before a user-definable threshold (see Analysis Options) is met.

File summary

File Description

Title Site Access Junction Location Shuttington Site number Date 09/10/2018 Version Status (new file) Identifier Client Fisher German Jobnumber Enumerator PTBTRANSPORT\lianne.brook Description

1 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

Units Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay units m kph PCU PCU perHour s -Min perMin

Analysis Options Calculate Queue Calculate residual Residual capacity criteria Average Delay threshold Queue threshold RFC Threshold Percentiles capacity type (s) (PCU) ü Delay 0.85 36.00 20.00

Demand Set Summary ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) D1 2023 Base AM ONE HOUR 08:00 09:30 15 D2 2023 Base PM ONE HOUR 17:00 18:30 15 D3 2023 + Development AM ONE HOUR 08:00 09:30 15 D4 2023 + Development PM ONE HOUR 17:00 18:30 15

Analysis Set Details ID Network flow scaling factor (%) A1 100.000

2 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

2023 Base, AM

Data Errors and Warnings Severity Area Item Description HV% is zero for all movements / time segments. Vehicle Mix matrix should be completed whether working in Warning Vehicle Mix PCUs or Vehs.

Junction Network

Junctions Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS 1 Site Access T-Junction Two-way 0.04 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 900

Arms

Arms Arm Name Description Arm type A Main Road West Major B Site Access Minor C Main Road East Major

Major Arm Geometry Arm Width of carriageway (m) Has kerbed central reserve Has right turn bay Visibility for right turn (m) Blocks? Blocking queue (PCU) C 6.00 100.0 ü 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry Arm Minor arm type Lane width (m) Visibility to left (m) Visibility to right (m) B One lane 3.20 20 24

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts Slope Slope Slope Slope Intercept Junction Stream for for for for (PCU/hr) A-B A-C C-A C-B 1 B-A 506 0.092 0.233 0.147 0.333 1 B-C 652 0.100 0.253 - - 1 C-B 632 0.245 0.245 - - The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) D1 2023 Base AM ONE HOUR 08:00 09:30 15

3 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ü 83 100.000 B ü 2 100.000 C ü 81 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 2 81 From B 2 0 0 C 80 1 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 0 From B 0 0 0 C 0 0 0

Results

Results Summary for whole modelled period Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS B-AC 0.00 0.00 0.0 A C-AB 0.00 5.49 0.0 A C-A A-B A-C

Main Results for each time segment

08:00 - 08:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 0 549 0.000 0 0.0 0.000 A C-AB 0.83 656 0.001 0.82 0.0 5.492 A C-A 60 60 A-B 2 2 A-C 61 61

4 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

08:15 - 08:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 0 545 0.000 0 0.0 0.000 A C-AB 1 661 0.002 1 0.0 5.453 A C-A 72 72 A-B 2 2 A-C 73 73

08:30 - 08:45 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 0 539 0.000 0 0.0 0.000 A C-AB 1 668 0.002 1 0.0 5.400 A C-A 88 88 A-B 2 2 A-C 89 89

08:45 - 09:00 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 0 539 0.000 0 0.0 0.000 A C-AB 1 668 0.002 1 0.0 5.400 A C-A 88 88 A-B 2 2 A-C 89 89

09:00 - 09:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 0 545 0.000 0 0.0 0.000 A C-AB 1 661 0.002 1 0.0 5.454 A C-A 72 72 A-B 2 2 A-C 73 73

09:15 - 09:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 0 549 0.000 0 0.0 0.000 A C-AB 0.83 656 0.001 0.83 0.0 5.492 A C-A 60 60 A-B 2 2 A-C 61 61

5 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

2023 Base, PM

Data Errors and Warnings Severity Area Item Description HV% is zero for all movements / time segments. Vehicle Mix matrix should be completed whether working in Warning Vehicle Mix PCUs or Vehs.

Junction Network

Junctions Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS 1 Site Access T-Junction Two-way 0.24 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 900

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) D2 2023 Base PM ONE HOUR 17:00 18:30 15

Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ü 97 100.000 B ü 5 100.000 C ü 81 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 1 96 From B 1 0 4 C 79 2 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 0 From B 0 0 0 C 0 0 0

6 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

Results

Results Summary for whole modelled period Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS B-AC 0.01 6.20 0.0 A C-AB 0.00 5.53 0.0 A C-A A-B A-C

Main Results for each time segment

17:00 - 17:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 4 595 0.006 4 0.0 6.084 A C-AB 2 653 0.003 2 0.0 5.524 A C-A 59 59 A-B 0.75 0.75 A-C 72 72

17:15 - 17:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 4 591 0.008 4 0.0 6.134 A C-AB 2 657 0.003 2 0.0 5.491 A C-A 71 71 A-B 0.90 0.90 A-C 86 86

17:30 - 17:45 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 6 586 0.009 5 0.0 6.205 A C-AB 3 663 0.004 3 0.0 5.446 A C-A 87 87 A-B 1 1 A-C 106 106

17:45 - 18:00 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 6 586 0.009 6 0.0 6.205 A C-AB 3 663 0.004 3 0.0 5.446 A C-A 87 87 A-B 1 1 A-C 106 106

7 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

18:00 - 18:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 4 591 0.008 5 0.0 6.137 A C-AB 2 657 0.003 2 0.0 5.491 A C-A 71 71 A-B 0.90 0.90 A-C 86 86

18:15 - 18:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 4 595 0.006 4 0.0 6.084 A C-AB 2 653 0.003 2 0.0 5.527 A C-A 59 59 A-B 0.75 0.75 A-C 72 72

8 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

2023 + Development, AM

Data Errors and Warnings Severity Area Item Description HV% is zero for all movements / time segments. Vehicle Mix matrix should be completed whether working in Warning Vehicle Mix PCUs or Vehs.

Junction Network

Junctions Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS 1 Site Access T-Junction Two-way 0.59 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 748 Stream B-AC

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) D3 2023 + Development AM ONE HOUR 08:00 09:30 15

Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ü 87 100.000 B ü 13 100.000 C ü 81 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 6 81 From B 12 0 1 C 80 1 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 0 From B 0 0 0 C 0 0 0

9 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

Results

Results Summary for whole modelled period Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS B-AC 0.03 7.72 0.0 A C-AB 0.00 5.50 0.0 A C-A A-B A-C

Main Results for each time segment

08:00 - 08:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 10 491 0.020 10 0.0 7.476 A C-AB 0.83 655 0.001 0.82 0.0 5.498 A C-A 60 60 A-B 5 5 A-C 61 61

08:15 - 08:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 12 487 0.024 12 0.0 7.577 A C-AB 1 660 0.002 1 0.0 5.460 A C-A 72 72 A-B 5 5 A-C 73 73

08:30 - 08:45 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 14 480 0.030 14 0.0 7.723 A C-AB 1 667 0.002 1 0.0 5.409 A C-A 88 88 A-B 7 7 A-C 89 89

08:45 - 09:00 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 14 480 0.030 14 0.0 7.723 A C-AB 1 667 0.002 1 0.0 5.409 A C-A 88 88 A-B 7 7 A-C 89 89

10 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

09:00 - 09:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 12 487 0.024 12 0.0 7.578 A C-AB 1 660 0.002 1 0.0 5.463 A C-A 72 72 A-B 5 5 A-C 73 73

09:15 - 09:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 10 491 0.020 10 0.0 7.479 A C-AB 0.83 655 0.001 0.83 0.0 5.500 A C-A 60 60 A-B 5 5 A-C 61 61

11 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

2023 + Development, PM

Data Errors and Warnings Severity Area Item Description HV% is zero for all movements / time segments. Vehicle Mix matrix should be completed whether working in Warning Vehicle Mix PCUs or Vehs.

Junction Network

Junctions Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS 1 Site Access T-Junction Two-way 0.45 A

Junction Network Options Driving side Lighting Network residual capacity (%) First arm reaching threshold Left Normal/unknown 809 Stream B-AC

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) D4 2023 + Development PM ONE HOUR 17:00 18:30 15

Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Use O-D data Average Demand (PCU/hr) Scaling Factor (%) A ü 106 100.000 B ü 11 100.000 C ü 81 100.000

Origin-Destination Data Demand (PCU/hr) To A B C A 0 10 96 From B 6 0 5 C 79 2 0

Vehicle Mix Heavy Vehicle Percentages To A B C A 0 0 0 From B 0 0 0 C 0 0 0

12 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

Results

Results Summary for whole modelled period Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS B-AC 0.02 6.99 0.0 A C-AB 0.00 5.54 0.0 A C-A A-B A-C

Main Results for each time segment

17:00 - 17:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 8 539 0.015 8 0.0 6.788 A C-AB 2 652 0.003 2 0.0 5.538 A C-A 59 59 A-B 8 8 A-C 72 72

17:15 - 17:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 10 534 0.019 10 0.0 6.871 A C-AB 2 656 0.003 2 0.0 5.507 A C-A 71 71 A-B 9 9 A-C 86 86

17:30 - 17:45 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 12 527 0.023 12 0.0 6.989 A C-AB 3 661 0.004 3 0.0 5.465 A C-A 87 87 A-B 11 11 A-C 106 106

17:45 - 18:00 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 12 527 0.023 12 0.0 6.989 A C-AB 3 661 0.004 3 0.0 5.467 A C-A 87 87 A-B 11 11 A-C 106 106

13 Generated on 11/10/2018 15:00:22 using Junctions 9 (9.0.1.4646)

18:00 - 18:15 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 10 534 0.019 10 0.0 6.871 A C-AB 2 656 0.003 2 0.0 5.510 A C-A 71 71 A-B 9 9 A-C 86 86

18:15 - 18:30 Total Demand Capacity Throughput Stream RFC End queue (PCU) Delay (s) LOS (PCU/hr) (PCU/hr) (PCU/hr) B-AC 8 539 0.015 8 0.0 6.791 A C-AB 2 652 0.003 2 0.0 5.540 A C-A 59 59 A-B 8 8 A-C 72 72

14 Appendix 6

PAGE 16

Your ref: PAP/2019/0022 My ref: 190022 Your letter received: 23/01/2019

Mr J Brown BA Dip TP MRTPI Communities Head of Development Control Service PO Box 43 The Council House Shire Hall South Street Warwick Atherstone CV34 4SX CV9 1DE

Tel: (01926) 738818 FAO: Gemma Smith Fax: (01926) 412641 [email protected] www.warwickshire.gov.uk

30 January 2019

Dear Mr Brown

PROPOSAL: Outline application for a residential development of 24 dwellings, all matters are reserved except for access. LOCATION: Land North East Of Manor Farm Buildings, Main Road, Shuttington APPLICANT: Mr & Mrs R & R Arnold And Bell

Having undertaken a full assessment of the development proposals, the response of Warwickshire County Council as the Local Highway Authority to the above application is one of NO OBJECTION. The justification for this decision is set out below.

Analysis The development proposals have been assessed in accordance with the following national and local policy and guidance documents:

- National Planning Policy Framework published by Department for Communities and Local Government in July 2018; - National Planning Policy Guidance: Travel Plans, transport assessments and statements in decision making published by the Department for Communities and Local Government in March 2014; and, - Warwickshire Local Transport Plan 2011 – 2026, published by Warwickshire County Council in 2017. Transport Assessment A Transport Statement (TS) has been submitted by the applicant, in support of the development proposals. The TS has been prepared by PTB Transport Planning Ltd on behalf of the applicant.

The following text provides commentary of the assessment of the TS undertaken by the Highway Authority.

Traffic Impact To calculate the number of vehicular trips the development proposals could generate during the AM and PM peak hours (08:00-09:00 & 17:00-18:00), the TRICS database has been interrogated. The trip rates highlighted within Table 4 (Residential Trip Rates) are considered to be acceptable and representative of the location of the application site. Table 4 indicates that approximately 15 two-way vehicle trips will be generated during the peak hours.

Although the development proposals will generate a relatively low number of vehicular trips during the peak hours, a junction assessment of the Site Access / Main Road T- junction has been carried out using the PICADY software. Table 5 (Site Access Junction Capacity Analysis) indicates that the development proposals will have a negligible impact on the operation and capacity of the local highway network.

Vehicle Access The development proposals include the use of the existing vehicular access onto Main Road, which currently serves Manor Farm Buildings. The existing vehicular access will be improved, so that it measures at least 5.5m in width into the application site. Drawing Number T18524.001.A within the TS illustrates the proposed works to the vehicular access, which include the provision of a 2m wide footway along the northern side of Main Road, linking from the site access to the existing footway. The provision of the proposed footway may require the existing telegraph poles to be relocated, at the applicants expense.

Drawing Number T18524.001.A also illustrates that visibility splays of 58m will be provided to the left (east) of the vehicular access, and visibility splays of 47m will be provided to the right (west), when measured 2.4m back from the edge of the carriageway. The level of visibility splays proposed are in accordance with the 85%ile speed of vehicles recorded from the Automatic Traffic Counts (ATCs) undertaken. The level of visibility splays proposed are considered to be acceptable, and during a site inspection it was evident that visibility splay distances greater than those proposed can be achieved.

Although not directly related to the current planning application, whilst visiting the application site the Highway Authority noted that the existing vehicular access into Manor Farm Buildings off New Road (D23) is still open. As part of approved planning

application PAP/2015/0320, Condition 10 required the existing vehicular access onto New Road to be closed, and altered to form a pedestrian / cycle access only.

Design Layout The current planning application is for outline permission only, with all matters reserved except for access. The Highway Authority has therefore not assessed the illustrative masterplan submitted. The Highway Authority may require alterations to the proposed site layout, which will be addressed during the reserved matters planning application.

Conclusion The Highway Authority has undertaken a thorough and robust assessment of the development proposals. Based on this assessment, the Highway Authority has no objections to the proposed development, subject to the following conditions and financial contributions:

Conditions: 1. The development shall not be occupied until the access for vehicles to the site and footway along the norther side of Main Road have been provided in general accordance with Drawing Number T18524.001.A and to the standard specification of the Local Highway Authority.

2. The access to the site shall not be reconstructed/widened in such a manner as to reduce the effective capacity of any drain or ditch within the limits of the public highway.

3. The development shall not be occupied until a turning area has been provided within the site so as to enable the largest vehicle likely to enter the site, to leave and re-enter the public highway in a forward gear.

4. No development shall take place until a Construction Management Plan has been submitted to and approved in writing by the Local Planning Authority and Local Highway Authority. The Construction Management Plan shall be strictly adhered to and shall provide for: the anticipated movements of vehicles; the parking and loading/unloading of staff, visitor, and construction vehicles; the loading and unloading of plant and materials; the storage of plant and materials used in constructing the development; a turning area within the site for construction vehicles; wheel washing facilities and other measures to prevent mud/debris being passed onto the public highway; a construction phasing plan; and a HGV routing plan.

Section 106 Contributions: The applicant / developer is required to contribute £75 per dwelling for; sustainable welcome packs; promoting sustainable living and to deliver road safety education in the area, equating to a total contribution of £1,800.00.

Notes: Condition numbers 1-2 require works to be carried out within the limits of the public highway. The applicant / developer must enter into a Minor Highway Works Agreement made under the provisions of Section 278 of the Highways Act 1980 for the purposes of completing the works. The applicant / developer should note that feasibility drawings of works to be carried out within the limits of the public highway which may be approved by the grant of this planning permission should not be construed as drawings approved by the Highway Authority, but they should be considered as drawings indicating the principles of the works on which more detailed drawings shall be based for the purposes of completing an agreement under Section 278.

An application to enter into a Section 278 Highway Works Agreement should be made to the Planning & Development Group, Communities Group, Warwickshire County Council, Shire Hall, Warwick, CV34 4SX.

In accordance with Traffic Management Act 2004 it is necessary for all works in the Highway to be noticed and carried out in accordance with the requirements of the New Roads and Streetworks Act 1991 and all relevant Codes of Practice. Before commencing any Highway works the applicant / developer must familiarise themselves with the notice requirements, failure to do so could lead to prosecution.

Applications should be made to the Street Works Manager, Budbrooke Depot, Old Budbrooke Road, Warwick, CV35 7DP. For works lasting ten days or less ten days, notice will be required. For works lasting longer than 10 days, three months notice will be required.

Yours sincerely

Ben Malin Assistant Development Management Engineer Planning, Development & Flood Risk Management Group

CC – Cllr Parsons – For information only.