WYG Transport Planning Cameron Homes Ltd Barton Marina, Barton Under Needwood

WYG Transport Planning

Cameron Homes Ltd

Barton Marina, Barton Under Needwood

Transport State ment

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REPORT CONTROL

Document: Transport Statement

Project: Barton Marina, Barton Under Needwood

Client: Cameron Homes Ltd

Job Number: A086837

File Origin: N: \Projects \A086837 - Barton Marina \reports \RT86837 -01 Transport Statement.doc

Document Checking:

Primary Author Jamie Cassie Initialled: JIC

Contributor Initialled:

Review By Alistair Gregory Initialled: ASG

Issue Date Status Checked for Issue

1 16-05-14 Final ASG

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Contents

1 INTRODUCTION ...... 5 2 EXISTING CONDITIONS ...... 6 3 DEVELOPMENT PROPOSALS ...... 10 4 PLANNING POLICY ...... 12 5 SUSTAINABLE TRANSPORT ...... 14 6 HIGHWAY IMPACT ASSESSMENT ...... 19 7 CONCLUSION ...... 23

Tables

Table 1 – 2014 Junction Capacity Assessment Results ...... 8 Table 2 – Proposed Development Person Trip Rates ...... 19 Table 3 – Proposed Development Vehicular Trip Rates ...... 19 Table 4 – Proposed Development Vehicular Trip Generation ...... 20 Table 5 – Permitted Hotel Vehicular Trip Rates & Trip Generation ...... 20 Table 6 – 2019 No Development Junction Capacity Assessment Results...... 22 Table 7 – 2019 plus Proposed Development Junction Capacity Assessment Results ...... 22

Figures

Figure 1 – Site Location Plan Figure 2 – 2014 Surveyed Traffic Flows Figure 3 - 2km Walking Catchment Figure 4 – Proposed Development Traffic Distribution Figure 5 – Proposed Development Traffic Flows Figure 6 – 2019 Background Traffic Flows Figure 7 – 2019 With Development Traffic Flows

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Appendices

Appendix A – Traffic Survey Data Appendix B – 2014 Junction Capacity Assessments Appendix C – Personal Injury Accident Data Appendix D – Illustrative Layout Appendix E – East Staffordshire Cycle Map Appendix F – Local Bus Service Details Appendix G – TRICS Data Appendix H – Census Journey to Work Data Appendix I – 2019 No Development Junction Capacity Assessments Appendix J – 2019 plus Development Junction Capacity Assessments

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1 INTRODUCTION

1.1 PREAMBLE

1.1.1 WYG has been appointed by Cameron Homes Ltd to prepare a Transport Statement (TS) in support of an outline planning application for the development of 75 dwellings on land at Barton Marina in Barton under Needwood, Staffordshire. A plan of the site location is included as Figure 1 .

1.1.2 This TS report aims to demonstrate that the proposed development site is well located in terms of access to public transport and local facilities and that the proposed development will encourage travel by all modes of transport, particularly alternative modes to the private car. In terms of traffic impact by the private car; assessments have been carried out at the existing junction of the B5106 Station Road with Barton Turn which provides vehicular access to the Barton Marina site.

1.1.3 Staffordshire County Council (SCC) is the local highway authority and East Staffordshire Borough Council (ESBC) is the local planning authority for the area. The TS has been prepared in accordance with the joint Department for Transport (DfT) and the Department for Communities and Local Government (DCLG) document, Guidance for Transport Assessments.

1.2 REPORT FORMAT

1.2.1 The structure of this report is as follows:

• Section 2 describes the existing site and highway network;

• Section 3 outlines the development proposals;

• Section 4 outlines the policy documents reviewed;

• Section 5 sets out the sustainable transport strategy for the proposed development;

• Section 6 summarises the highway impact of the proposed development and outlines any mitigation measures; and

• Section 7 summarises the report.

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2 EXISTING CONDITIONS

2.1 EXISTING SITE

2.1.1 Barton Marina is located off Barton Turn approximately 1km to the east of the village of Barton under Needwood in Staffordshire. The location of the site is illustrated in Figure 1 . The existing Marina comprises a 320 berth Marina, a public house with restaurant, a 2-screen cinema with cafe bar, restaurants, cafes, and various craft shops with associated car and coach parking. The site also has two fishing lakes and there is an extant planning permission for an 80-bed hotel with leisure club (the proposed development would replace the permitted hotel development).

2.2 SURROUNDING AREA

2.2.1 Barton Marina is located approximately 1km to the east of Barton under Needwood and approximately 5km to the south of Burton upon Trent. The Marina is situated to the west of the A38 Trunk road and is accessed via a simple priority T-junction onto Barton Turn. There are existing pedestrian links between Barton Marina and Barton under Needwood via Potters Way and Gilmour Lane (to the west of the site).

2.3 EXISTING HIGHWAY NETWORK

2.3.1 Barton Turn is an unclassified county road that is a no-through route approximately 400m to the east of the Barton Marina access junction. In addition to providing access to Barton Marina, Barton Turn provides access to a small number of residential dwellings, a public house and some industrial/employment sites, including a general haulage contractor site. Barton Turn is subject to a 30mph speed limit and there is street lighting at the eastern end of the route. Barton Turn is subject to a 5T weight restriction from midnight to 7am and 8pm to midnight, Monday to Friday, and at anytime Saturday and Sunday.

2.3.2 To the north of the Barton Marina access junction, Barton Turn forms the minor arm of a simple priority T-junction with the B5016 Station Road. To the west the B5016 provides access to Barton under Needwood and Yoxall and to the east it provides a link to the A38 Trunk road. There is a footway facility along the B5016 between the A38 and Barton under Needwood.

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2.3.3 The B5016 Station Road/Barton Turn junction is situated within the 30mph speed limit and there is a vehicle activated speed limit sign just to the west of the junction to alert drivers entering Barton under Needwood. Approximately 30m to the east of the junction the speed limit on the B5016 changes to the national speed limit. On the approach to Barton under Needwood there is a single lane priority working traffic calming measure, with priority given to eastbound vehicles leaving the village.

2.3.4 There is an existing footpath route leading west from the Barton Marina site to Potters Way in Barton under Needwood. Potters Way is an unadopted road to the east of Efflinch Lane and has a length of approximately 200m. The route is surfaced, there is lighting at regular intervals and there are speed humps along the route at regular intervals.

2.3.5 At the eastern end of Potters Way is the Holland Sports Club pavilion and changing rooms, together with a surfaced and marked out car parking area for approximately 60 vehicles. Potters Way forms a simple priority T-junction with Efflinch Lane and there are yellow ‘KEEP CLEAR’ road markings on Efflinch Lane at the junction.

2.3.6 There is also an existing footpath leading west from the Barton Marina site to Gilmour Lane in Barton under Needwood. Gilmour Lane is also an unadopted road to the east of Efflinch Lane and is a no through route with an overall length of approximately 200m. Gilmour Lane provides access to the Thomas Russell Junior School and a fishing pond and there is a 1.8m wide footway on its south side between the junction with Efflinch Lane and the access to the school.

2.3.7 Gilmour Lane has street lighting and there are speed humps at regular intervals along the route. Gilmour Lane has a carriageway width of approximately 5m and there is a surfaced and lit footpath route between Gilmour Lane and Potters Way. There is also a compacted gravel footpath on the north side of Gilmour Lane between the footpath link to Potters Way and the junction with Efflinch Lane. There are parking restrictions on Gilmour Lane, in the form of double yellow lines on both sides of the school access but there are 9 perpendicular parking spaces to the north of Gilmour Lane that appear to be unrestricted in terms of their use.

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2.4 TRAFFIC DATA

2.4.1 A classified junction turning count was undertaken at the B5016 Station Road/Barton Turn junction between 7.30am and 9.30am and between 4pm and 6pm on Friday 4 April 2014. The survey results are attached in Appendix A and indicate that the morning and evening peak hours are 8am to 9am and 4pm to 5pm respectively. The 2014 surveyed peak hour traffic flows at the junction are shown on Figure 2 .

2.5 2014 JUNCTION CAPACITY ASSESSMENTS

2.5.1 Capacity assessments have been undertaken at the B5016/Barton Turn junction using the PICADY computer programme. For priority junctions a Ratio of Flow to Capacity (RFC) value below 0.85 indicates that a junction operates within its theoretical capacity. Typically junctions can satisfactorily operate with RFC values between 0.85 and 1.00, whilst an RFC value greater than 1.00 indicates that a junction operates above its capacity.

2.5.2 The full capacity assessment results are included as Appendix B and a summary of the results are shown below in Table 1 .

Table 1 – 2014 Junction Capacity Assessment Results

AM Peak (08:00 – 09:00) PM Peak (16:00-17:00) Junction Maximum Maximum Maximum Maximum RFC Queue RFC Queue B5016 Station Road / Barton Turn 0.144 1 0.361 1

2.5.3 It can be seen from the above that the junction currently operates with spare capacity during both weekday peak periods, with no particular queues or delays.

2.6 ACCIDENT HISTORY

2.6.1 SCC has provided Personal Injury Accident (PIA) information for the local highway network for the period between 1 January 2009 and 31 December 2013. Details of the accident data can be found in Appendix C and the following is a summary of the data provided.

2.6.2 The accident data provided indicates that there have been 2 injury accidents in the vicinity of the B5016/Barton Turn junction in the 5-year period analysed. A single accident involved a vehicle travelling eastbound on the B5016 colliding with the rear of a vehicle waiting to turn right into Barton Turn. The other accident involved a motorcyclist falling from the motorcycle

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whilst negotiating the right hand bend on the Barton Turn approach to the junction. Both of the accidents resulted in slight injuries.

2.6.3 Overall, it is not considered that a particular accident problem exists within the study area analysed and that the impact of development generated traffic would not have an adverse impact on highway safety on the local highway network.

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3 DEVELOPMENT PROPOSALS

3.1 INTRODUCTION

3.1.1 The proposed development will comprise 75 new dwellings on land at Barton Marina. The proposed dwellings will comprise 26 one, two and three-bed houses and 49 one, two and three-bed apartments on land to the east of the existing fishing lakes. The illustrative layout for the proposed development is shown in Appendix D .

3.2 PROPOSED SITE ACCESS

3.2.1 Vehicular access to the new dwellings will be provided via the existing Barton Marina access on Barton Turn. Pedestrian access to the new dwellings will be provided via the existing Barton Marina access and existing footpath links leading west towards Potters Way and Gilmour Lane.

3.3 PARKING

Car Parking

3.3.1 The ESBC Supplementary Planning Guidance on Parking Standards states that maximum parking standards for residential developments outside town centre areas are 1 space per dwelling for 1-bed dwellings and 2 spaces per dwelling for 2-bed and 3-bed dwellings.

3.3.2 A maximum of 131 car parking spaces is therefore applicable for the mix of new dwellings proposed at the Barton Marina site. The illustrative masterplan for the proposals shows a total of 125 parking spaces, which accords with the maximum standards.

Bicycle Parking

3.3.3 The ESBC Supplementary Planning Guidance on Parking Standards states that a minimum of 1 secure cycle parking space should be provided per dwelling. It is therefore proposed that secure and sheltered parking for 75 cycles is provided within the parking area for the residential units.

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3.4 PEOPLE WITH DISABILITIES AND OTHER MOBILITY IMPAIRMENTS

3.4.1 The detailed design of the development and its internal transport infrastructure will be undertaken in accordance with the requirements of the 1995 (amended 2005) Disability Discrimination Act and in accordance with current good practice as embodied within the DfT’s “Inclusive Mobility” document.

3.4.2 This approach will ensure that the completed development is fully inclusive and meets the needs of all users, including those with disabilities or temporary mobility impairments, such as those escorting elderly people or young children.

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4 PLANNING POLICY

4.1 PREAMBLE

4.1.1 This chapter examines national and local transport policies considered to be relevant to the proposed development. Consideration has been given in the preparation of this Transport Statement to the following documents:

• National Planning Policy Framework • East Staffordshire Local Development Framework

4.2 NATIONAL PLANNING POLICY FRAMEWORK (NPPF)

4.2.1 The National Planning Policy Framework was published on 27 March 2012 and constitutes guidance for local planning authorities and decision-takers both in drawing up development plans and as a material consideration in determining applications. The NPPF replaces previous planning policy statements and planning policy guidance, including PPG13.

4.2.2 At the heart of the NPPF is a presumption in favour of sustainable development. In terms of transport, one of the core planning principles is to actively manage patterns of growth to make the fullest possible use of public transport, walking and cycling, and focus significant development in locations which are or can be made sustainable.

4.2.3 The NPPF states that all developments which generate significant amounts of movement should supported by a Transport Statement or Transport Assessment and that developments should be located where the need to travel will be minimised and the use of sustainable transport modes can be maximised. The document also states that development should only be prevented or refused on transport grounds where the residual cumulative impacts of development are severe.

4.2.4 It is considered that the proposed development at Barton Marina accords with the aims and policies of the NPPF as it is located in an area where residents of the proposed development have ease of access to local retail, educational and leisure facilities by sustainable modes of transport. Furthermore, the residual cumulative impacts of the development are considered to be negligible.

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4.3 EAST STAFFORDSHIRE LOCAL DEVELOPMENT FRAMEWORK

4.3.1 The East Staffordshire Local Development Framework is currently continuing through the consultation process, with consultation on the Pre Submission Local Plan having closed in November 2013.

4.3.2 Strategic Policy 1 of the pre-submission local plan states that development proposals will be required to demonstrate the principles of sustainable development and will be assessed against the presumption in favour of sustainable development as interpreted and applied locally.

4.3.3 It is considered that the proposed development accords with the transport policies in the proposed Local Plan as it is located in an area that provides a reasonably sustainable community where local journeys may be undertaken by sustainable modes of transport.

4.4 SUMMARY

4.4.1 This section has described national and local planning policy pertaining to transport. This policy has been incorporated into the approach followed by the masterplanning work and the development of the overall transport strategy for the site. The completed development will be served by walking routes, providing permeability within the site and connections to the surrounding areas. The site is also within a reasonable walk distance of local bus services. As such the site complies with national and local policies with regard to providing a range of sustainable transport alternatives to the private car.

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5 SUSTAINABLE TRANSPORT

5.1 INTRODUCTION

5.1.1 This section considers the existing walking, cycling and public transport infrastructure in the vicinity of the proposed development as well as describing the new infrastructure proposed to fully integrate the site with the local area, helping to positively influence travel patterns and thereby place less reliance on the private car. This review of the availability of walking, cycling and public transport options in the vicinity of the proposed development helps to define the ways in which the development can effectively integrate with the surrounding areas and connect with local facilities.

5.2 PEDESTRIAN FACILITIES

Existing infrastructure

5.2.1 There are existing footpath routes leading west from Barton Marina to Barton under Needwood. One of these routes is located just to the north of the proposed residential development and leads west, over the existing fishing lakes, to Gilmour Lane. The footpath has a width of at least 2m and is hard surfaced for the 160m length across the fishing lakes. To the west of the lakes the route maintains its width but the surface changes to compacted gravel for the 260m length to Gilmour Lane. As shown in the photo below there is lighting of the footpath route for the full length between the Marina and Gilmour Lane.

Photo 1 – Footpath link to Gilmour Lane

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5.2.2 There is also a footpath link between the Marina and Potters Way in Barton under Needwood. This is situated to the north of the Gilmour Lane footpath link and forms part of the public footpath network but is generally not hard surfaced, lacks lighting and is narrow in places.

5.2.3 Within the Barton Marina site there are a number of pedestrian routes and there is a segregated footway facility to the west of the Marina access road, although this terminates approximately 100m to the south of the access road junction with Barton Turn. On Barton Turn itself there is a footway facility to the north of the carriageway which crosses Barton Turn just to the south of the junction with the B5016 and continues along the south side of the B5016 for approximately 100m; providing a link to the bus stop on the westbound carriageway of the B5016. At this point the footway route crosses the B5016 and the footway continues on the north side of the carriageway into Barton under Needwood village.

Pedestrian Accessibility

5.2.4 The Chartered Institution of Highways and Transportation in their document ‘Guidelines for Providing for Journeys on Foot’ state that “walking accounts for over a quarter of all journeys and four fifths of journeys less than one mile”. The document also provides guidance on acceptable walking distances and suggests that a preferred maximum walking distance of 2km is applicable for commuting or school trips.

5.2.5 For the purposes of this report it has therefore been assumed that a walking trip distance of 2km represents a realistic maximum distance. Figure 3 depicts a 2km walking catchment from the site and this illustrates that the following local amenities and facilities are within a reasonable walk distance of the proposed dwellings:

• Barton Marina • Holland Sports Club • Thomas Russell Junior School • Barton Health Centre • Various shops, Post Office and Pharmacy on Barton under Needwood High Street • Thomas Russell Infant School • John Taylor High School • Graycar Business Park

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5.2.6 It is therefore considered that the proposed development is within a reasonable walk distance of key local amenities and facilities, including educational, retail, leisure and employment facilities.

5.3 CYCLE FACILITIES

Existing infrastructure

5.3.1 An extract from the East Staffordshire cycle map is included as Appendix E. This shows that the National Cycle Network route 54 is less than 2km to the west of the proposed residential development. This cycle route leads north to Burton upon Trent and south to Alrewas, Fradley and Lichfield.

5.3.2 There is also a short length of shared footway/cycleway on the south side of the B5016 Station Road to the east of the Barton Turn junction.

Cycle Accessibility

5.3.3 The DfT in their “Transport Statistics on Cycling in Great Britain” state that the average length of a cycle journey is 2.4 miles (3.84km). It can therefore be concluded that approximately 4km represents a reasonable average cycling distance.

5.3.4 A distance of 4km from the centre of the proposed residential development incorporates Barton under Needwood plus the villages of Dunstall and Walton on Trent. It can therefore be seen that the site is within easy cycle distance of key local facilities and amenities in Barton under Needwood.

5.4 PROPOSED NEW PEDESTRIAN/CYCLE INFRASTRUCTURE

5.4.1 The proposals include for the provision of a new footpath route around the western edge of the proposed residential area. This will link to the existing footpath route to Gilmour Lane less than 50m to the north of the residential development and continue southwards around the fishing lake to form a continuous route around the lake. Appropriate surfacing and lighting will be provided for this new route.

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5.5 PUBLIC TRANSPORT (BUS)

5.5.1 The proposed development is within approximately 700m walking distance of an existing bus stop on the B5016 Station Road. This stop is served by the Arriva 7 and 7A buses. The Arriva 7 service operates between Burton on Trent and Lichfield at an hourly frequency between 6am and 7pm, Monday to Saturday (4 buses per day on Sundays). Journey times are approximately 15 minutes to Burton on Trent and 45 minutes to Lichfield.

5.5.2 The Arriva 7A bus service operates between Burton on Trent and Barton under Needwood at an hourly frequency between 9am and 5pm, Monday to Saturday, and journey times to Burton on Trent are approximately 20 minutes. The details of the bus services are contained in Appendix F.

5.5.3 The proposed residential development is also within approximately 800m walking distance of bus stops on Efflinch Lane. These stops are also served by Arriva buses 7 and 7A.

5.6 PROPOSED NEW BUS INFRASTRUCTURE / SERVICES

5.6.1 It is considered that the existing level of bus service provision in the area has sufficient capacity to cater for the likely demand that would be generated by the development proposed. Therefore no specific service improvements are proposed in association with the proposed development. However, it is proposed that S106 contributions are secured to provide improvements to the existing bus stop infrastructure through the provision of bus boarder kerbs and a shelter to the bus stop on the B5016 Station Road.

5.6.2 It is also proposed that provision is made for the supply of 2 x 3-month bus passes per dwelling (upon request) for local bus services. An application form for bus passes would be included as part of a New Residents Travel Pack provided by the developers of the site to all new residents.

5.7 NEW RESIDENTS TRAVEL PACK

5.7.1 It is proposed that all new residents to the development will be provided with a ‘New Household Local Sustainable Travel Pack’. The packs will contain walking and cycling maps and information on local bus services. The Travel Pack will also include an application form for residents to obtain 2 x 3 month bus passes for a local bus service, with the cost of the passes covered by the developers.

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5.8 SUMMARY

5.8.1 The site has reasonable pedestrian and cycle accessibility with a range of facilities available within easy walking and cycling distance and a reasonable range of local destinations accessible using existing bus services. Given the proximity of the site to the local facilities, travel on foot and cycling is a possibility for a proportion of local trips during both peak and off peak periods, with public transport (bus) options providing for journeys to Burton upon Trent or Lichfield.

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6 HIGHWAY IMPACT ASSESSMENT

6.1 TRIP GENERATION

6.1.1 Trip generation for the proposed development has been derived using version 7.1.1 of the TRICS database. Trip rates for the residential development have been obtained from the ‘Houses privately owned’ and ‘flats privately owned’ land use categories. Only sites in England (excluding London) with between 20 and 75 dwellings were selected. Furthermore, only sites in suburban locations were selected. This selection process resulted in a sample size of 4 housing sites with weekday surveys and 4 flats sites with weekday surveys.

6.1.2 The full TRICS details are included as Appendix G, with the resulting person trip rates for houses and apartments shown below in Table 2.

Table 2 – Proposed Development Person Trip Rates

AM Peak (8am to 9am) PM Peak (5pm to 6pm) Land Use Arrival Departure 2-Way Arrival Departure 2-Way

Houses 0.213 0.839 1.052 0.644 0.339 0.983

Apartments 0.045 0.534 0.579 0.436 0.188 0.624

6.1.3 In order to establish the vehicular trip generation associated with the development proposed, local census journey to work data (2011) for the Barton under Needwood parish was examined to determine the split of journeys to work by car. The journey to work data is included as Appendix H and indicates that the car driver modal split for Barton under Needwood is 79.1%. This modal split has therefore been applied to the person trip rates shown in Table 2, with the resulting vehicle trip rates being shown below in Table 3.

Table 3 – Proposed Development Vehicular Trip Rates

AM Peak (8am to 9am) PM Peak (5pm to 6pm) Land Use Arrival Departure 2-Way Arrival Departure 2-Way

Houses 0.168 0.663 0.831 0.509 0.268 0.777

Apartments 0.036 0.422 0.458 0.345 0.149 0.494

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6.1.4 The vehicular trip rates shown above have then been applied to the scale of residential development proposed to produce the peak hour trip generation figures shown in Table 4.

Table 4 – Proposed Development Vehicular Trip Generation

AM Peak (8am to 9am) PM Peak (5pm to 6pm) Land Use Arrival Departure 2-Way Arrival Departure 2-Way

26 Houses 5 17 22 13 7 20

49 Apartments 2 21 23 17 7 24

Total Residential 7 38 45 30 14 44

6.1.5 It can be seen from the above that the residential development proposed would be expected to generate in the region of 45 vehicle trips (two-way) during a typical weekday peak hour. However, it should be noted that the proposed residential development would be a replacement use for the permitted 80-bed hotel with leisure club use that was previously granted on the Barton Marina site (planning ref: PA/21110/009).

6.1.6 To establish the likely trip generation associated with the permitted hotel use, the TRICS database was interrogated and sites in the hotel land use category with between 60 and 90 bedrooms were selected. Only sites in suburban areas in England (excluding London) were selected and this process resulted in 5 sites with weekday surveys. The details of the TRICS analysis is also included in Appendix G and the resulting weekday peak hour trip rates and trip generation is shown below in Table 5.

Table 5 – Permitted Hotel Vehicular Trip Rates & Trip Generation

Trip Rates (per bedroom) Trip Generation (80 bedrooms) Time Period Arrival Departure 2-Way Arrival Departure 2-Way

AM Peak (8am to 9am) 0.100 0.245 0.345 8 20 28

PM Peak (5pm to 6pm) 0.163 0.066 0.229 13 5 18

6.1.7 Comparison of the trip generation associated with the permitted hotel with that for the proposed residential development indicates that the proposals would result in a net impact of between 17 and 26 additional vehicles on the local highway network during the critical weekday peak hours.

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6.2 TRIP DISTRIBUTION / ASSIGNMENT

6.2.1 Traffic distribution for the proposed development has been derived using the junction turning count data for the B5016 Station Road/ Barton Turn junction. The traffic distribution at the B5016 Station Road/Baron Turn junction is shown on Figure 4 , with the resulting proposed development traffic flows at the junction shown on Figure 5 (note: to ensure a robust assessment is undertaken the predicted flows associated with the extant hotel permission have not been discounted).

6.3 IMPACT OF DEVELOPMENT GENERATED TRAFFIC

6.3.1 In accordance with the DfT/DCLG ‘Guidance on Transport Assessment’ document, assessments have been undertaken for a future year of no less than five years after the date of registration of a planning application (i.e. 2019).

6.3.2 In order to obtain future year traffic flows, National Transport Model (NTM) factors adjusted by local TEMPRO growth factors have been applied to the surveyed 2014 peak hour traffic flows to ascertain the 2019 traffic flows. The TEMPRO growth factors use the Barton under Needwood geographic area in TEMPRO. The resulting growth factors are displayed below.

• 2014 to 2019 AM = 1.083 • 2014 to 2019 PM = 1.089

6.3.3 The growth factors have been applied to the 2014 background traffic flows to produce 2019 background traffic flows. These are shown on Figure 6 . The 2019 with development traffic flows are shown on Figure 7 .

6.4 2019 WITHOUT DEVELOPMENT JUNCTION CAPACITY ASSESSMENTS

6.4.1 Future year junction capacity assessments, both with and without the proposed development traffic, have been carried out at the B5016 Station Road/Barton Turn junction to assess the impact of development generated traffic at the junction.

6.4.2 The junction capacity assessments for the no development scenario are contained in Appendix I and a summary of the results are shown in Table 6 overleaf.

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Table 6 – 2019 No Development Junction Capacity Assessment Results

AM Peak (08:00 – 09:00) PM Peak (16:00-17:00) Junction Maximum Maximum Maximum Maximum RFC Queue RFC Queue B5016 Station Road / Barton Turn 0.161 1 0.407 1

6.4.3 It can be seen from the above that the junction would be operating with spare capacity during both weekday peak hours in a future year scenario without the proposed development.

6.5 2019 WITH DEVELOPMENT JUNCTION CAPACITY ASSESSMENTS

6.5.1 The capacity assessments at the local highway junctions were then repeated for the ‘with development’ scenario. The results of the assessments are contained in Appendix J, with Table 7 below containing a summary of the results.

Table 7 – 2019 plus Proposed Development Junction Capacity Assessment Results

AM Peak (08:00 – 09:00) PM Peak (16:00-17:00) Junction Maximum Maximum Maximum Maximum RFC Queue RFC Queue B5016 Station Road / Barton Turn 0.258 1 0.450 1

6.5.2 It can be seen from the above that the B5016 Station Road/Barton Turn junction is predicted to continue to operate with spare capacity during both weekday peak hours with the proposed development in place.

6.6 SUMMARY

6.6.1 The residual traffic impact of the proposed development on the operation of the local highway network is negligible and the B5016 Station Road/Barton Turn junction is predicted to operate with spare capacity during both weekday peak hours in a 2019 future year.

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7 CONCLUSION

7.1.1 The Transport Statement has been prepared in support of an outline planning application for up to 75 dwellings on land at Barton Marina in Barton under Needwood, Staffordshire. The proposed development would replace an extant planning permission for an 80-bed hotel and leisure club on the site

7.1.2 Vehicular access to the site is proposed via the existing Marina access junction on Barton Turn. Pedestrian access will also be available to the proposed development via existing footpath links to Gilmour Lane and Potters Way in Barton under Needwood.

7.1.3 The report demonstrates that the proposed development is in a sustainable location close to key facilities and amenities in Barton under Needwood and in a location that is reasonably accessible by non car modes. Enhanced pedestrian links are proposed that would improve the connectivity of the site to the existing network and the site is located within easy walking distance of existing bus stops that are served by local bus services to Burton upon Trent and Lichfield.

7.1.4 An assessment of the impact of the residual trips associated with the development on the local highway network has been undertaken and it is considered that the impact is negligible.

7.1.5 In view of the above it is considered that the proposed development is acceptable in transport terms.

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FIGURES

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Legend ± Site Location

Contains Ordnance Survey data © Crown copyright and database right 2014.

REV DESCRIPTION BY CHK APP DATE Client: Cameron Homes Ltd

EXECUTIVE PARK AVALON WAY ANSTEY LEICESTER LE7 7GR TEL: +44 (0)116 234 8000 FAX: +44 (0)116 234 8001 e-mail: [email protected]

Project: Barton Marina, Barton under Needwood

Drawing Title: Figure 1 Site Location

Scale @A3 Drawn Date CheckedDate Approved Date NTS JJC 14/04/14 JIC 14/04/14 ASG 14/04/14 Project No. Office Type Drawing No. Revision 0 100 200 300 400 A086837 35 18 006 - Metres © WYG Group Ltd.

Legend ± Site Location 2km Walking Catchment

Contains Ordnance Survey data © Crown copyright and database right 2014.

REV DESCRIPTION BY CHK APP DATE Client: Cameron Homes Ltd

EXECUTIVE PARK AVALON WAY ANSTEY LEICESTER LE7 7GR TEL: +44 (0)116 234 8000 FAX: +44 (0)116 234 8001 e-mail: [email protected]

Project: Barton Marina, Barton under Needwood

Drawing Title: Figure 3 2km Walking Catchment

Scale @A3 Drawn Date CheckedDate Approved Date NTS JJC 14/04/14 JIC 14/04/14 ASG 14/04/14 Project No. Office Type Drawing No. Revision 0 200 400 600 800 A086837 35 18 007 - Metres © WYG Group Ltd.

WYG Transport Planning

Appendix A – Traffic Survey Data

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

Barton Under Needwood - Manual Traffic Survey, Friday 4th April 2014

Produced by Community Systems Ltd.

Junction: B5016 Station Road / Barton Turn

Approach: B5016 Station Road (East)

Left to Barton Turn W/B to B5016 Station Road (West) TIME PCL MCL CAR LGV OGV1 OGV2 PSV TOTAL PCL MCL CAR LGV OGV1 OGV2 PSV TOTAL 0730 - 0745 0 0 3 2 0 0 0 5 0 0 25 3 1 0 1 30 0745 - 0800 0 1 6 1 1 0 0 9 0 2 45 10 0 0 0 57 Hourly Total 0 1 9 3 1 0 0 14 0 2 70 13 1 0 1 87 0800 - 0815 0 0 6 1 1 0 0 8 0 1 46 4 1 0 0 52 0815 - 0830 0 0 15 0 1 0 0 16 0 0 54 6 4 0 3 67 0830 - 0845 0 0 9 1 1 0 0 11 0 2 68 7 4 0 0 81 0845 - 0900 0 0 11 1 0 0 0 12 0 0 41 12 2 0 0 55 Hourly Total 0 0 41 3 3 0 0 47 0 3 209 29 11 0 3 255 0900 - 0915 0 0 5 1 0 0 0 6 0 1 37 8 3 0 1 50 0915 - 0930 0 0 12 3 0 0 0 15 0 0 40 11 2 0 0 53 Hourly Total 0 0 17 4 0 0 0 21 0 1 77 19 5 0 1 103

Session Total 0 1 67 10 4 0 0 82 0 6 356 61 17 0 5 445

1600 - 1615 0 0 33 5 0 0 0 38 1 0 88 8 1 0 3 101 1615 - 1630 0 0 21 1 1 0 0 23 1 0 63 4 1 0 2 71 1630 - 1645 0 0 10 2 0 0 0 12 0 1 68 8 0 1 0 78 1645 - 1700 0 0 13 2 1 0 0 16 0 0 64 10 1 0 1 76 Hourly Total 0 0 77 10 2 0 0 89 2 1 283 30 3 1 6 326 1700 - 1715 0 0 14 4 0 0 0 18 0 0 80 7 0 0 1 88 1715 - 1730 0 0 19 4 0 1 0 24 0 1 70 4 0 0 1 76 1730 - 1745 0 0 17 1 0 0 0 18 0 0 74 5 1 1 0 81 1745 - 1800 0 0 10 2 1 0 0 13 1 1 58 3 1 0 1 65 Hourly Total 0 0 60 11 1 1 0 73 1 2 282 19 2 1 3 310

Session Total 0 0 137 21 3 1 0 162 3 3 565 49 5 2 9 636

CSL 14053 Barton Under Needwood: B5016 Station Rd E, page 1 of 4 Barton Under Needwood - Manual Traffic Survey, Friday 4th April 2014

Produced by Community Systems Ltd.

Junction: B5016 Station Road / Barton Turn

Approach: Barton Turn

Left to B5016 Station Road (West) Right to B5016 Station Road (East) TIME PCL MCL CAR LGV OGV1 OGV2 PSV TOTAL PCL MCL CAR LGV OGV1 OGV2 PSV TOTAL 0730 - 0745 0 0 1 1 0 0 0 2 0 0 5 2 0 0 0 7 0745 - 0800 0 0 1 1 0 0 0 2 0 0 5 1 0 0 0 6 Hourly Total 0 0 2 2 0 0 0 4 0 0 10 3 0 0 0 13 0800 - 0815 0 0 2 0 0 0 0 2 0 0 7 0 1 0 0 8 0815 - 0830 0 0 4 0 0 0 0 4 0 0 8 0 1 0 0 9 0830 - 0845 0 0 3 0 0 0 0 3 0 0 3 1 2 0 0 6 0845 - 0900 0 0 5 2 1 0 0 8 0 0 8 1 1 0 0 10 Hourly Total 0 0 14 2 1 0 0 17 0 0 26 2 5 0 0 33 0900 - 0915 0 0 3 2 0 0 0 5 0 1 8 3 0 0 0 12 0915 - 0930 0 0 1 2 0 0 0 3 1 0 3 0 0 0 0 4 Hourly Total 0 0 4 4 0 0 0 8 1 1 11 3 0 0 0 16

Session Total 0 0 20 8 1 0 0 29 1 1 47 8 5 0 0 62

1600 - 1615 0 0 16 1 0 0 0 17 0 0 31 1 1 0 0 33 1615 - 1630 0 0 9 0 0 0 0 9 0 0 13 4 0 0 0 17 1630 - 1645 0 0 9 0 0 0 0 9 0 0 16 2 1 0 0 19 1645 - 1700 0 0 8 0 0 0 0 8 0 1 22 3 0 0 0 26 Hourly Total 0 0 42 1 0 0 0 43 0 1 82 10 2 0 0 95 1700 - 1715 0 0 7 1 0 0 0 8 0 0 21 3 0 0 0 24 1715 - 1730 0 0 12 1 0 0 0 13 0 0 19 3 0 0 0 22 1730 - 1745 0 0 16 1 0 0 0 17 0 0 13 1 1 1 0 16 1745 - 1800 0 0 6 0 0 0 0 6 0 0 12 1 1 1 0 15 Hourly Total 0 0 41 3 0 0 0 44 0 0 65 8 2 2 0 77

Session Total 0 0 83 4 0 0 0 87 0 1 147 18 4 2 0 172

CSL 14053 Barton Under Needwood: Barton Turn, page 2 of 4 Barton Under Needwood - Manual Traffic Survey, Friday 4th April 2014

Produced by Community Systems Ltd.

Junction: B5016 Station Road / Barton Turn

Approach: B5016 Station Road (West)

E/B to B5016 Station Road (East) Right to Barton Turn TIME PCL MCL CAR LGV OGV1 OGV2 PSV TOTAL PCL MCL CAR LGV OGV1 OGV2 PSV TOTAL 0730 - 0745 0 1 77 10 1 1 1 91 0 0 2 0 0 0 0 2 0745 - 0800 2 0 64 10 2 1 0 79 0 0 1 0 0 0 0 1 Hourly Total 2 1 141 20 3 2 1 170 0 0 3 0 0 0 0 3 0800 - 0815 0 0 97 4 1 0 1 103 0 0 5 0 0 0 0 5 0815 - 0830 0 0 86 9 1 0 1 97 0 0 7 1 1 0 0 9 0830 - 0845 0 0 92 8 1 0 2 103 0 0 8 1 0 0 0 9 0845 - 0900 1 0 96 10 3 0 6 116 0 1 11 0 0 0 0 12 Hourly Total 1 0 371 31 6 0 10 419 0 1 31 2 1 0 0 35 0900 - 0915 0 0 57 4 3 0 5 69 1 0 7 1 0 0 0 9 0915 - 0930 0 0 53 6 5 0 1 65 0 0 2 0 0 0 0 2 Hourly Total 0 0 110 10 8 0 6 134 1 0 9 1 0 0 0 11

Session Total 3 1 622 61 17 2 17 723 1 1 43 3 1 0 0 49

1600 - 1615 0 1 62 11 1 0 3 78 0 0 7 1 0 0 0 8 1615 - 1630 1 0 50 8 1 0 1 61 0 0 8 0 0 0 0 8 1630 - 1645 3 0 49 10 0 0 2 64 0 0 10 0 0 0 0 10 1645 - 1700 1 3 56 4 0 1 1 66 0 0 5 2 0 0 0 7 Hourly Total 5 4 217 33 2 1 7 269 0 0 30 3 0 0 0 33 1700 - 1715 1 1 56 5 1 0 0 64 0 0 6 0 0 0 0 6 1715 - 1730 1 4 59 3 1 1 1 70 0 0 4 0 0 0 0 4 1730 - 1745 0 0 66 6 0 0 1 73 0 0 8 0 0 0 0 8 1745 - 1800 0 0 50 2 1 0 1 54 0 0 5 1 0 0 0 6 Hourly Total 2 5 231 16 3 1 3 261 0 0 23 1 0 0 0 24

Session Total 7 9 448 49 5 2 10 530 0 0 53 4 0 0 0 57

CSL 14053 Barton Under Needwood: B5016 Station Rd W, page 3 of 4 Barton Under Needwood - Manual Traffic Survey, Friday 4th April 2014 2 B5016 StationBartonB5016 Rd Turn E StationN/A N/A Rd W 7 2## TRUE FALSE FALSE FALSE Produced by Community Systems Ltd.

Junction: B5016 Station Road / Barton Turn

Vehicle Class: ALL CLASSES

Start Time: 1) 0730

End Time: 1) 0930

Peak Hour

0800 - 0900 419 255

35 47

B5016 Station B5016 Station NORTH Road (West) Road (East)

17 33 Barton Turn Barton

Note: The diagram above is schematic only and may not completely represent the exact layout of the actual junction surveyed Please do NOT insert or delete rows or columns in the data sheets to the left of this diagram as this may result in erratic or inaccurate results

CSL 14053 Barton Under Needwood: Diagram, page 4 of 4

WYG Transport Planning

Appendix B – 2014 Junction Capacity Assessments

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

Page 1 of 8

PICADY GUI Version: 5.1 AD Analysis Program Release: 4.0 (SEPT 2008)

© Copyright TRL Limited, 2008 Adapted from PICADY/3 which is Crown Copyright by permission of the controller of HMSO For sales and distribution information, program advice and maintenance, contact: TRL Limited Tel: +44 (0)1344 770758 Crowthorne House Fax:+44 (0)1344 770864 Nine Mile Ride E-mail: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA, UK The user of this computer program for the solution of an engineering problem is in no way relieved of their responsibility for the correctness of the solution

Run Analysis

Parameter Values File Run N:\Projects\A086837 - Barton Marina\calculations\B5016-Barton Turn junction.vpi Date Run 10 April 2014 Time Run 13:53:26 Driving Side Drive On The Left

Arm Names and Flow Scaling Factors

Flow Scaling Factor Arm Arm Name (%) Arm A B5016 Station Road (E) 100 Arm B Barton Turn 100 Arm C B5016 Station Road (W) 100

Stream Labelling Convention

Stream A-B contains traffic going from A to B etc.

Run Information

Parameter Values Run Title B5016 Station Road/Barton Turn Location Barton under Needwood Date 10 April 2014 Enumerator jamie.cassie [1708LT] Job Number A086837 Status TIA Client Cameron Homes Ltd Description -

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Errors and Warnings

Parameter Values Warning No Errors Or Warnings

Geometric Data

Geometric Parameters

Parameter Minor Arm B Major Road Carriageway Width (m) 7.30 Major Road Kerbed Central Reserve Width (m) 0.00 Major Road Right Turning Lane Width (m) 2.20 Minor Road First Lane Width (m) 3.25 Minor Road Visibility To Right (m) 50 Minor Road Visibility To Left (m) 60 Major Road Right Turn Visibility (m) 200 Major Road Right Turn Blocks Traffic Yes

Slope and Intercept Values

Intercept Slope Slope Slope Slope for Stream for for for for Stream A-B A-C C-A C-B B-A B-A 534.877 0.092 0.232 0.146 0.332 B-C 671.818 0.097 0.246 - - C-B 689.785 0.252 0.252 - -

Note: Streams may be combined in which case capacity will be adjusted These values do not allow for any site-specific corrections

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Junction Diagram

Demand Data

Modelling Periods

Duration Segment Length Parameter Period (min) (min) First Modelling Period 07:45-09:15 90 15 Second Modelling Period 15:45-17:15 90 15

ODTAB Turning Counts

Demand Set: 2014 AM peak Modelling Period: 07:45-09:15 From/To Arm A Arm B Arm C Arm A 0.0 50.0 269.0 Arm B 38.0 0.0 18.0 Arm C 434.0 36.0 0.0

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Demand Set: 2014 PM peak Modelling Period: 15:45-17:15 From/To Arm A Arm B Arm C Arm A 0.0 91.0 334.0 Arm B 97.0 0.0 43.0 Arm C 274.0 33.0 0.0

ODTAB Synthesised Flows

Demand Set: 2014 AM peak Modelling Period: 07:45-09:15 Rising Flow Peak Flow Falling Flow Arm Rising Time Peak Time Falling Time (veh/min) (veh/min) (veh/min) Arm A 08:00 3.987 08:30 5.981 09:00 3.987 Arm B 08:00 0.700 08:30 1.050 09:00 0.700 Arm C 08:00 5.875 08:30 8.813 09:00 5.875

Heavy Vehicles Percentages

Demand Set: 2014 AM peak Modelling Period: 07:45-09:15 From/To Arm A Arm B Arm C Arm A - 0.0 0.0 Arm B 0.0 - 0.0 Arm C 0.0 0.0 -

Demand Set: 2014 PM peak Modelling Period: 15:45-17:15 From/To Arm A Arm B Arm C Arm A - 0.0 0.0 Arm B 0.0 - 0.0 Arm C 0.0 0.0 -

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Queues & Delays

Demand Set: 2014 AM peak Modelling Period: 07:45-09:15 Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.70 7.91 0.089 - 0.00 0.10 - 1.4 0.14 C-AB 0.71 13.93 0.051 - 0.00 0.08 - 1.1 0.08 07:45- C-A 5.19 ------08:00 A-B 0.63 ------A-C 3.38 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.84 7.59 0.111 - 0.10 0.12 - 1.8 0.15 C-AB 0.96 14.53 0.066 - 0.08 0.11 - 1.7 0.07 08:00- C-A 6.08 ------08:15 A-B 0.75 ------A-C 4.03 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.03 7.13 0.144 - 0.12 0.17 - 2.4 0.16 C-AB 1.35 15.25 0.088 - 0.11 0.17 - 2.6 0.07 08:15- C-A 7.28 ------08:30 A-B 0.92 ------A-C 4.94 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.03 7.13 0.144 - 0.17 0.17 - 2.5 0.16 C-AB 1.35 15.25 0.088 - 0.17 0.17 - 2.6 0.07 08:30- C-A 7.28 ------08:45 A-B 0.92 ------A-C 4.94 ------

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Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.84 7.58 0.111 - 0.17 0.13 - 1.9 0.15 C-AB 0.97 14.53 0.067 - 0.17 0.12 - 1.7 0.07 08:45- C-A 6.08 ------09:00 A-B 0.75 ------A-C 4.03 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.70 7.91 0.089 - 0.13 0.10 - 1.5 0.14 C-AB 0.71 13.94 0.051 - 0.12 0.08 - 1.2 0.08 09:00- C-A 5.19 ------09:15 A-B 0.63 ------A-C 3.38 ------

Demand Set: 2014 PM peak Modelling Period: 15:45-17:15 Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.76 7.89 0.223 - 0.00 0.28 - 4.0 0.16 C-AB 0.56 12.40 0.045 - 0.00 0.07 - 1.0 0.08 15:45- C-A 3.29 ------16:00 A-B 1.14 ------A-C 4.19 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.10 7.56 0.277 - 0.28 0.38 - 5.5 0.18 C-AB 0.72 12.60 0.057 - 0.07 0.09 - 1.4 0.08 16:00- C-A 3.88 ------16:15 A-B 1.36 ------A-C 5.00 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.57 7.12 0.361 - 0.38 0.55 - 7.9 0.22 C-AB 0.99 12.95 0.076 - 0.09 0.14 - 2.1 0.08 16:15- C-A 4.65 ------16:30 A-B 1.67 ------A-C 6.13 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.57 7.12 0.361 - 0.55 0.56 - 8.3 0.22 16:30- C-AB 0.99 12.95 0.076 - 0.14 0.14 - 2.1 0.08 16:45 C-A 4.65 ------A-B 1.67 ------

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A-C 6.13 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.10 7.56 0.277 - 0.56 0.39 - 6.1 0.18 C-AB 0.72 12.60 0.057 - 0.14 0.09 - 1.4 0.08 16:45- C-A 3.88 ------17:00 A-B 1.36 ------A-C 5.00 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.76 7.88 0.223 - 0.39 0.29 - 4.5 0.16 C-AB 0.57 12.40 0.046 - 0.09 0.07 - 1.0 0.08 17:00- C-A 3.29 ------17:15 A-B 1.14 ------A-C 4.19 ------

Entry capacities marked with an '(X)' are dominated by a pedestrian crossing in that time segment. In time segments marked with a '(B)', traffic leaving the junction may block back from a crossing so impairing normal operation of the junction. Delays marked with '##' could not be calculated.

Overall Queues & Delays

Queueing Delay Information Over Whole Period

Demand Set: 2014 AM peak Modelling Period: 07:45-09:15 Total Demand Total Demand Queueing Delay Queueing Delay Inclusive Delay Inclusive Delay Stream (veh) (veh/h) (min) (min/veh) (min) (min/veh) B-AC 77.1 51.4 11.6 0.2 11.6 0.2 C-AB 90.7 60.5 11.0 0.1 11.0 0.1 C-A 556.2 370.8 - - - - A-B 68.8 45.9 - - - - A-C 370.3 246.8 - - - - All 1163.1 775.4 22.5 0.0 22.5 0.0

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Demand Set: 2014 PM peak Modelling Period: 15:45-17:15 Total Demand Total Demand Queueing Delay Queueing Delay Inclusive Delay Inclusive Delay Stream (veh) (veh/h) (min) (min/veh) (min) (min/veh) B-AC 192.7 128.5 36.4 0.2 36.4 0.2 C-AB 68.1 45.4 8.9 0.1 8.9 0.1 C-A 354.5 236.3 - - - - A-B 125.3 83.5 - - - - A-C 459.7 306.5 - - - - All 1200.2 800.2 45.3 0.0 45.3 0.0

Delay is that occurring only within the time period. Inclusive delay includes delay suffered by vehicles which are still queuing after the end of the time period. These will only be significantly different if there is a large queue remaining at the end of the time period.

PICADY 5 Run Successful

file://N:\Projects\A086837 - Barton Marina\calculations\B5016-Barton Turn junction.htm 10/04/2014

WYG Transport Planning

Appendix C – Personal Injury Accident Data

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

1 : 5910 : 1 01/04/2014

B G

N I

W W

A A

R A R

D D D S re ell (C) Copyright Crown and database rights 2011. You a not permitted to copy, sub-license, distribute or s any of this data to third parties in any form. Staffordshire County Council Licence No. 100019422 9 9 and 31/12/2013 Barton Under Needwood Map Needwood Under Barton Selected Range of Accidents between dates 01/01/200 between dates of Accidents Range Selected using Selected Manual Selection FULL LISTING Run on: 01/ 04/2014

AccsMap - Accident Analysis System

Accidents between dates 01/01/2009 and 31/12/2013 (60) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 10002501Road: B 5016 Grid Reference: 420200 318420 District Council: East Staffordshire Time: 1620 Monday 12-April-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: STATION ROAD BARTON TURN R'BT J/W A38 N/BOUND ENTRY SLIP The accident occured at a roundabout on the B5016, at its junction with the A38 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 2. The male driver aged 33 lived in RM17. Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 1. The male driver aged 39 lived in DE65 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger aged 32 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Following too close

Acc. Ref. No: 10006929 Road: B 5016 Grid Reference: 419871 318519 District Council: East Staffordshire Time: 1830 Friday 05-November-2010 Lighting: Darkness: no street lighting Weather: Raining without high winds Speed limit: 60 Severity: SLIGHT Road surface Wet/Damp Location: STATION RD BARTON-UNDER-NEEDWOOD J/W BARTON TURN The accident occured at a T or staggered junction on the B5016, a single carriageway at its junction with the Unclassified523 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SE was stopping on the main carriageway. The vehicle was mid junction - on roundabout or main road and skidded and collided with vehicle 2. The female driver aged 23 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to SE was stopping on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 43. Casualty 1 (Vehicle 1) A female driver aged 23 suffered a slight injury. Contributory Factors Vehicle 1 Travelling too fast for conditions Vehicle 1 Following too close

Acc. Ref. No: 11004410Road: D 523 Grid Reference: 419867 318485 District Council: East Staffordshire Time: 1715 Saturday 06-August-2011 Lighting: Daylight: no street lighting Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: BARTON TURN APPROX 20MTS S'TH J/W STATION RD BARTON U NEEDWOOD The accident occured at a T or staggered junction on the D523, a single carriageway at its junction with the B5016 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Motorcycle over 500cc, travelling from SE to N was going ahead on a right bend on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and skidded. The male driver aged 40 lived in WS9 . Casualty 1 (Vehicle 1) A male rider aged 40 suffered a slight injury. Contributory Factors Vehicle 1 Aggressive driving Vehicle 1 Loss of control

Registered to: Staffordshire County Council 1 FULL LISTING Run on: 01/ 04/2014

AccsMap - Accident Analysis System

Accidents between dates 01/01/2009 and 31/12/2013 (60) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 12006394Road: B 5016 Grid Reference: 419655 318573 District Council: East Staffordshire Time: 0150 Sunday 25-November-2012 Lighting: Darkness: no street lighting Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: STATION RD BARTON U NEEDWOOD APPROX 218MTS NW BARTON TURN The accident occured on the B5016, a single carriageway .

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to SW was going ahead on a left bend on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The male driver aged 41 lived in DE13 had regularly travelled through the site before. Vehicle 2 Car, travelling from SW to SE was going ahead on a right bend on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The male driver aged 41 lived in DE11 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 41 suffered a slight injury. Contributory Factors Vehicle 1 Impaired by alcohol Vehicle 1 Loss of control Vehicle 1 Slippery road (due to weather) Vehicle 1 Road layout (eg bend, hill crest) Vehicle 1 Exceeding speed limit Vehicle 1 Travelling too fast for conditions

Registered to: Staffordshire County Council 2

WYG Transport Planning

Appendix D – Illustrative Layout

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

WYG Transport Planning

Appendix E – East Staffordshire Cycle Map

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

WYG Transport Planning

Appendix F – Local Bus Service Details

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

7,7A,7E,813 New Street Occasional Journeys Lichfield Burton upon Trent Street Branston Regents Park Road Road 7 7,7A 7A 7E A5121 Burton813 Branston Road Clays Lane A38 7 7A 7E John Taylor 813 High School Station Lichfield Road Road Barton-under- St Main

r Needwood eet B5016 Barton fflinch Wales E Turn T 7A own Hill Lane Lane 7 7 7E 7 E 7A 7 7 Barton Gate 813 7E A38 A515 Yoxall 813

den Road

Oak Road

Captains Lane

A Bond End 7,7E ,813 Main Yoxall Alrewas Road St. E Fox National 7 7 ewas r Lane Rykneld Memorial Al St Road reet Arboretum Daisy

A513 A513 Lane King’s 7E 813 Bromley Chu Long A513 rch LaneLane 7 Fradley Burton A38 7,7E Road Worthington Road

Common Tamworth Road Lane Hillards Cross

A38 Lane E 813

ood End ood 7,7 T r W A513 ent Burton Streethay BirminghamV Road alley RoadRoad

Lichfield rd 7,7E Rotten Comberfo Lichfield Bus Station Road RowRyknild Upper Str Upper Gungate fadrive St. John eet f O Street King Edwards 813 School Victoria Road

- 11.10.12 Tamworth Burton - Branston - Barton - Yoxall - Kings Bromley - Alrewas - Fradley -Streethay - Lichfield 7, 7E

Burton - Branston - Barton - Alrewas - National Memorial Arboretum 7A Burton on Trent - Branston - Barton under Needwood - Alrewas - Tamworth 813

Monday to Saturday

Route Number 7 7 7 7 7 7A 7 7A 7 7A 7 7A 7 7A 7 Day Code NS NS S Note A Burton, New Street - Bay 7 0600 0625 0655 0800 0800 0850 0910 0950 1020 1050 1120 1150 1220 1250 1320 Branston, Morrisons ------0816 0811 0901 --- 1001 --- 1101 --- 1201 --- 1301 --- Branston, Church 0607 0632 0702 ------0918 --- 1028 --- 1128 --- 1228 --- 1328 Barton, Church (0620) ------0828 --- 0911 --- 1011 (1041) 1111 --- 1211 (1241) 1311 --- Barton, The Green 0618 0643 0713 --- 0828 0913 0929 1013 1039 1113 1139 1213 1239 1313 1339 Yoxall, Bus Shelter --- 0651 0721 0837 0837 --- 0937 ------1147 ------1347 Kings Bromley, Old Post Office --- 0657 0727 0843 0843 --- 0943 ------1153 ------1353 Alrewas, George & Dragon 0627 0702 0732 0848 0848 --- 0948 --- 1052 --- 1158 --- 1252 --- 1358 Fradley South, Jackman Avenue 0637 0712 0742 0858 0858 --- 0958 ------1208 ------1408 Streethay, Bus Shelter 0642 0718 0748 0903 0903 --- 1003 --- 1100 --- 1213 --- 1300 --- 1413 Lichfield, Bus Station 0649 0725 0755 0910 0910 --- 1010 --- 1107 --- 1220 --- 1307 --- 1420

Route Number 7A 7 7A 7 7 7A 7 813 7A 7 7 7E 7E 7E Day Code NS S NS NS Burton, New Street - Bay 7 1350 1420 1450 1530 1530 1600 1630 1700 1700 1730 1800 1900 2115 2315 Branston, Morrisons 1401 --- 1501 ------1611 --- 1711 1711 ------Branston, Church --- 1428 --- 1538 1538 --- 1638 ------1738 1808 1908 2123 2323 Barton, Church 1411 (1441) 1511 1549 --- 1621 (1651) 1721 1721 ------Barton, The Green 1413 1439 1513 --- 1549 1623 1649 1723 1723 1749 1819 1919 2134 2334 Yoxall, Bus Shelter ------1557 1557 ------$ 1757 1827 1927 2142 2342 Kings Bromley, Old Post Office ------1603 1603 ------1803 1833 1933 2149 2349 Alrewas, George & Dragon --- 1452 --- 1608 1608 --- 1702 1732 --- 1808 1838 1938 2154 2354 Fradley South, Jackman Avenue ------1618 1618 --- 1712 B --- 1818 --- 1948 2204 0004* Streethay, Bus Shelter --- 1500 --- 1623 1623 --- 1718 ------1821 --- 1951 2209 0009* Lichfield, Bus Station --- 1507 --- 1630 1630 --- 1725 ------1826 --- 1956 2214 0014*

Sunday and Bank Holiday Monday

Route Number 7E 7E 7E 7E Burton, New Street - Bay 7 0915 1215 1515 1815 Branston, Church 0922 1222 1522 1822 Barton, The Green 0933 1233 1533 1833 Yoxall, Bus Shelter 0941 1241 1541 1841 Kings Bromley, Old Post Office 0947 1247 1547 1847 Alrewas, George & Dragon 0954 1254 1554 1854 National Memorial Arboretum 1000 1300 1600 --- Fradley South, Jackman Avenue 1012 1312 1612 1907 Streethay, Bus Shelter 1018 1318 1618 1913 Lichfield, Bus Station 1027 1327 1627 1922 Lichfield - Streethay - Fradley - Alrewas - Kings Bromley - Yoxall - Barton - Branston - Burton 7, 7E

National Memorial Arboretum - Alrews - Barton - Branston - Burton 7A Tamworth - Elford - Alrewas - Barton under Needwood - Branston - Burton on Trent 813 Monday to Saturday Route Number 7 7 7 813 7 7 7A 7 7A 7 7A 7 7A 7 7A Day Code NS NS NS NS S Note C Lichfield, Bus Station - Bay 6 --- 0650 0726 --- 0756 0756 --- 0910 --- 1025 --- 1110 --- 1225 --- Streethay, opp Bus Shelter --- 0657 0733 --- 0803 0803 --- 0917 --- 1032 --- 1117 --- 1232 --- Fradley South, Jackman Road --- 0702 0738 --- 0808 0808 --- 0922 ------1122 ------Alrewas, George & Dragon --- 0712 0748 0811 0818 0818 --- 0932 --- 1040 --- 1132 --- 1240 --- Kings Bromley, opp Old Post Office--- 0716 0754 --- 0824 0824 --- 0938 ------1138 ------Yoxall, Crown Inn --- 0724 0800 --- 0830 0830 --- 0944 ------1144 ------Barton, Church ------(0819) 0838 --- 0911 --- 1011 1050 1111 --- 1211 1250 1311 Barton, The Green 0700 0730 0806 0821 --- 0838 0913 0952 1013 1052 1113 1152 1213 1252 1313 Barton, Arden Road ------0915 --- 1015 --- 1115 --- 1215 --- 1315 Branston, Church ------0834 0851 0849 --- 1001 --- 1101 --- 1201 --- 1301 --- Branston, Morrisons 0714 0744 0820 ------0927 --- 1027 --- 1127 --- 1227 --- 1327 Burton, New Street 0724 0754 0831 0846 0901 1001 0941 1011 1041 1111 1141 1211 1241 1311 1341

Route Number 7 7A 7 7A 7 7 7A 7 7 7 7E 7E Day Code NS S Lichfield, Bus Station - Bay 6 1310 --- 1425 --- 1510 1510 --- 1635 1730 1830 2000 2215 Streethay, opp Bus Shelter 1317 --- 1432 --- 1517 1517 --- 1642 1737 1837 2005 2220 Fradley South, Jackman Road 1322 ------1522 1522 ------1742 1842 2012 2225 Alrewas, George & Dragon 1332 --- 1440 --- 1532 1532 --- 1650 1752 1852 2022 2235 Kings Bromley, opp Old Post Office1338 ------1538 1538 ------1758 --- 2028 2241 Yoxall, Crown Inn 1344 ------1544 1544 ------1804 --- 2034 2247 Barton, Church --- 1411 1450 1511 1552 --- 1621 1700 --- 1900 ------Barton, The Green 1352 1413 1452 1513 --- 1552 1623 1702 1812 1902 2042 2255 Barton, Arden Road --- 1415 --- 1515 ------1625 ------Branston, Church 1401 --- 1501 ------1711 1821 1911 2051 2303 Branston, Morrisons --- 1427 --- 1527 ------1637 ------Burton, New Street 1411 1441 1511 1541 1611 1611 1651 1721 1831 1921 2101 2313 Sunday and Bank Holiday Monday

Route Number 7E 7E 7E 7E Lichfield, Bus Station - Bay 6 1032 1332 1632 1927 Streethay, opp Bus Shelter 1037 1337 1637 1932 Fradley South, Jackman Road 1044 1344 1644 1939 National Memorial Arboretum 1056 1356 1656 --- Alrewas, George & Dragon 1102 1402 1702 1952 Kings Bromley, Opp Old Post Office1106 1406 1706 1956 Yoxall, Crown Inn 1114 1414 1714 2004 Barton, The Green 1121 1421 1721 2011 Branston,Church 1131 1431 1731 2021 Burton, New Street 1140 1440 1740 2030 Notes NS - Not Saturday S - Saturday only A - Operates via Regents Park B - Operates to Tamworth (arr 1800) on College Days as service 813. C - Commences from Tamworth at 0745 on College Days as service 813. $ - Continues to Station Road to complete loop of Barton under Needwood. * - Serves this point if required by passengers already on bus.

WYG Transport Planning

Appendix G – TRICS Data

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE

Selected regions and areas: 03 SOUTH WEST CW CORNWALL 1 days 04 EAST ANGLIA NF NORFOLK 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days

Filtering Stage 2 selection:

Parameter: Number of dwellings Actual Range: 22 to 73 (units: ) Range Selected by User: 20 to 75 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/05 to 14/06/13

Selected survey days: Tuesday 4 days

Selected survey types: Manual count 4 days Directional ATC Count 0 days

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

Selected Location Sub Categories: Residential Zone 4

Filtering Stage 3 selection:

Use Class: C 3 4 days

Population within 1 mile: 5,001 to 10,000 2 days 10,001 to 15,000 2 days

Population within 5 miles: 5,001 to 25,000 1 days 25,001 to 50,000 1 days 50,001 to 75,000 1 days 75,001 to 100,000 1 days

Car ownership within 5 miles: 0.6 to 1.0 3 days 1.1 to 1.5 1 days

Travel Plan: No 4 days TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - Houses Page 2 WYG Executive Park, Avalon Way Leicester Licence No: 705102

LIST OF SITES relevant to selection parameters

1 CW-03-A-02 SEMI D./DETATCHED CORNWALL BOSVEAN GARDENS

TRURO Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 3 Survey date: TUESDAY 18/09/07 Survey Type: MANUAL 2 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE ROOKERY LANE BOULTHAM LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 2 Survey date: TUESDAY 18/09/12 Survey Type: MANUAL 3 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK YARMOUTH ROAD

CAISTER-ON-SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 7 Survey date: TUESDAY 16/10/12 Survey Type: MANUAL 4 NY-03-A-01 MIXED HOUSES NORTH YORKSHIRE GRAMMAR SCHOOL LANE

NORTHALLERTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 2 Survey date: TUESDAY 25/09/07 Survey Type: MANUAL TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - Houses Page 3 WYG Executive Park, Avalon Way Leicester Licence No: 705102

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE 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 4 44 0.092 4 44 0.420 4 44 0.512 08:00 - 09:00 4 44 0.213 4 44 0.839 4 44 1.052 09:00 - 10:00 4 44 0.322 4 44 0.460 4 44 0.782 10:00 - 11:00 4 44 0.236 4 44 0.351 4 44 0.587 11:00 - 12:00 4 44 0.322 4 44 0.253 4 44 0.575 12:00 - 13:00 4 44 0.408 4 44 0.270 4 44 0.678 13:00 - 14:00 4 44 0.264 4 44 0.264 4 44 0.528 14:00 - 15:00 4 44 0.374 4 44 0.414 4 44 0.788 15:00 - 16:00 4 44 0.609 4 44 0.310 4 44 0.919 16:00 - 17:00 4 44 0.724 4 44 0.471 4 44 1.195 17:00 - 18:00 4 44 0.644 4 44 0.339 4 44 0.983 18:00 - 19:00 4 44 0.391 4 44 0.368 4 44 0.759 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.599 4.759 9.358

Parameter summary

Trip rate parameter range selected: 22 - 73 (units: ) Survey date date range: 01/01/05 - 14/06/13 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0 TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - Apartments Page 1 WYG Executive Park, Avalon Way Leicester Licence No: 705102

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE

Selected regions and areas: 02 SOUTH EAST SC SURREY 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 1 days 05 EAST MIDLANDS NR NORTHAMPTONSHIRE 1 days 06 WEST MIDLANDS ST STAFFORDSHIRE 1 days

Filtering Stage 2 selection:

Parameter: Number of dwellings Actual Range: 20 to 44 (units: ) Range Selected by User: 20 to 75 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/05 to 18/10/11

Selected survey days: Tuesday 1 days Wednesday 2 days Friday 1 days

Selected survey types: Manual count 4 days Directional ATC Count 0 days

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

Selected Location Sub Categories: Residential Zone 1 Built-Up Zone 1 No Sub Category 2

Filtering Stage 3 selection:

Use Class: C 3 4 days

Population within 1 mile: 10,001 to 15,000 1 days 20,001 to 25,000 2 days 25,001 to 50,000 1 days

Population within 5 miles: 50,001 to 75,000 1 days 125,001 to 250,000 2 days 250,001 to 500,000 1 days

Car ownership within 5 miles: 1.1 to 1.5 4 days TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - Apartments Page 2 WYG Executive Park, Avalon Way Leicester Licence No: 705102

Filtering Stage 3 selection (Cont.):

Travel Plan: No 4 days TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - Apartments Page 3 WYG Executive Park, Avalon Way Leicester Licence No: 705102

LIST OF SITES relevant to selection parameters

1 CA-03-C-02 BLOCK OF FLATS CAMBRIDGESHIRE WESTFIELD ROAD NETHERTON PETERBOROUGH Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 4 4 Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 2 NR-03-C-01 BLOCK OF FLATS NORTHAMPTONSHIRE ROCKINGHAM ROAD

CORBY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 0 Survey date: FRIDAY 21/11/08 Survey Type: MANUAL 3 SC-03-C-02 FLATS SURREY CONSTITUTION HILL

WOKING Suburban Area (PPS6 Out of Centre) Built-Up Zone Total Number of dwellings: 3 6 Survey date: WEDNESDAY 23/07/08 Survey Type: MANUAL 4 ST-03-C-01 BLOCKS OF FLATS STAFFORDSHIRE ETRURIA COURT HUMBERT ROAD STOKE-ON-TRENT Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 3 3 Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - Apartments Page 4 WYG Executive Park, Avalon Way Leicester Licence No: 705102

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE 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 4 33 0.053 4 33 0.338 4 33 0.391 08:00 - 09:00 4 33 0.045 4 33 0.534 4 33 0.579 09:00 - 10:00 4 33 0.060 4 33 0.113 4 33 0.173 10:00 - 11:00 4 33 0.120 4 33 0.195 4 33 0.315 11:00 - 12:00 4 33 0.150 4 33 0.090 4 33 0.240 12:00 - 13:00 4 33 0.233 4 33 0.241 4 33 0.474 13:00 - 14:00 4 33 0.113 4 33 0.098 4 33 0.211 14:00 - 15:00 4 33 0.083 4 33 0.248 4 33 0.331 15:00 - 16:00 4 33 0.248 4 33 0.105 4 33 0.353 16:00 - 17:00 4 33 0.286 4 33 0.180 4 33 0.466 17:00 - 18:00 4 33 0.436 4 33 0.188 4 33 0.624 18:00 - 19:00 4 33 0.368 4 33 0.241 4 33 0.609 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.195 2.571 4.766

Parameter summary

Trip rate parameter range selected: 20 - 44 (units: ) Survey date date range: 01/01/05 - 18/10/11 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 1 TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - 80 bed hotel Page 1 WYG Executive Park, Avalon Way Leicester Licence No: 705102

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 06 - HOTEL, FOOD & DRINK Category : A - HOTELS VEHICLES

Selected regions and areas: 02 SOUTH EAST WS WEST SUSSEX 1 days 03 SOUTH WEST GS GLOUCESTERSHIRE 1 days 06 WEST MIDLANDS WM WEST MIDLANDS 1 days 09 NORTH TV TEES VALLEY 1 days TW TYNE & WEAR 1 days

Filtering Stage 2 selection:

Parameter: Number of bedrooms Actual Range: 60 to 90 (units: ) Range Selected by User: 50 to 100 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/05 to 24/06/13

Selected survey days: Monday 1 days Tuesday 2 days Wednesday 1 days Friday 1 days

Selected survey types: Manual count 5 days Directional ATC Count 0 days

Selected Locations: Suburban Area (PPS6 Out of Centre) 5

Selected Location Sub Categories: Development Zone 1 Residential Zone 1 Retail Zone 1 No Sub Category 2

Filtering Stage 3 selection:

Use Class: C 1 5 days

Population within 1 mile: 5,001 to 10,000 1 days 20,001 to 25,000 2 days 25,001 to 50,000 2 days TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - 80 bed hotel Page 2 WYG Executive Park, Avalon Way Leicester Licence No: 705102

Filtering Stage 3 selection (Cont.):

Population within 5 miles: 125,001 to 250,000 3 days 250,001 to 500,000 1 days 500,001 or More 1 days

Car ownership within 5 miles: 0.6 to 1.0 2 days 1.1 to 1.5 3 days

Travel Plan: No 5 days TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - 80 bed hotel Page 3 WYG Executive Park, Avalon Way Leicester Licence No: 705102

LIST OF SITES relevant to selection parameters

1 GS-06-A-01 PREMIER INN GLOUCESTERSHIRE GLOUCESTER ROAD ST MARKS CHELTENHAM Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of bedrooms: 6 0 Survey date: WEDNESDAY 28/04/10 Survey Type: MANUAL 2 TV-06-A-02 HOTEL TEES VALLEY MARTON ROAD

MIDDLESBROUGH Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of bedrooms: 7 4 Survey date: FRIDAY 18/12/09 Survey Type: MANUAL 3 TW-06-A-01 PREMIER TRAV. INN TYNE & WEAR CITY ROAD QUAYSIDE NEWCASTLE Suburban Area (PPS6 Out of Centre) Development Zone Total Number of bedrooms: 8 2 Survey date: TUESDAY 26/04/05 Survey Type: MANUAL 4 WM-06-A-04 PURPLE HOTEL WEST MIDLANDS CUCKOO ROAD NECHELLS BIRMINGHAM Suburban Area (PPS6 Out of Centre) Retail Zone Total Number of bedrooms: 9 0 Survey date: TUESDAY 25/11/08 Survey Type: MANUAL 5 WS-06-A-03 EXPRESS BY HOL. INN WEST SUSSEX HASLETT AVENUE EAST

CRAWLEY Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of bedrooms: 7 4 Survey date: MONDAY 07/12/09 Survey Type: MANUAL TRICS 7.1.1 050314 B16.31 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Monday 17/03/14 Barton Marina - 80 bed hotel Page 4 WYG Executive Park, Avalon Way Leicester Licence No: 705102

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS VEHICLES Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 5 76 0.042 5 76 0.129 5 76 0.171 08:00 - 09:00 5 76 0.100 5 76 0.245 5 76 0.345 09:00 - 10:00 5 76 0.084 5 76 0.126 5 76 0.210 10:00 - 11:00 5 76 0.061 5 76 0.108 5 76 0.169 11:00 - 12:00 5 76 0.050 5 76 0.045 5 76 0.095 12:00 - 13:00 5 76 0.055 5 76 0.045 5 76 0.100 13:00 - 14:00 5 76 0.055 5 76 0.047 5 76 0.102 14:00 - 15:00 5 76 0.055 5 76 0.068 5 76 0.123 15:00 - 16:00 5 76 0.111 5 76 0.068 5 76 0.179 16:00 - 17:00 5 76 0.113 5 76 0.047 5 76 0.160 17:00 - 18:00 5 76 0.163 5 76 0.066 5 76 0.229 18:00 - 19:00 5 76 0.161 5 76 0.079 5 76 0.240 19:00 - 20:00 5 76 0.129 5 76 0.061 5 76 0.190 20:00 - 21:00 5 76 0.071 5 76 0.029 5 76 0.100 21:00 - 22:00 4 75 0.057 4 75 0.023 4 75 0.080 22:00 - 23:00 1 74 0.081 1 74 0.068 1 74 0.149 23:00 - 24:00 1 74 0.014 1 74 0.000 1 74 0.014 Total Rates: 1.402 1.254 2.656

Parameter summary

Trip rate parameter range selected: 60 - 90 (units: ) Survey date date range: 01/01/05 - 24/06/13 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 1

WYG Transport Planning

Appendix H – Census Journey to Work Data

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

Method of Travel to Work (QS701EW)

Barton under Modal Needwood Parish Split All Usual Residents Aged 16 to 74 3,036 - Work Mainly at or From Home 169 - Underground, Metro, Light Rail, Tram 2 0.1% Train 42 2.3% Bus, Minibus or Coach 29 1.6% Taxi 3 0.2% Motorcycle, Scooter or Moped 10 0.5% Driving a Car or Van 1,452 79.1% Passenger in a Car or Van 81 4.4% Bicycle 49 2.7% On Foot 164 8.9% Other Method of Travel to Work 4 0.2% Not in Employment 1,031 - Total in employment and not wfh 1,836 100.0%

WYG Transport Planning

Appendix I – 2019 No Development Junction Capacity Assessments

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

Page 1 of 8

PICADY GUI Version: 5.1 AD Analysis Program Release: 4.0 (SEPT 2008)

Run Analysis

Parameter Values File Run N:\Projects\A086837 - Barton Marina\calculations\B5016-Barton Turn junction.vpi Date Run 10 April 2014 Time Run 14:02:24 Driving Side Drive On The Left

Arm Names and Flow Scaling Factors

Flow Scaling Factor Arm Arm Name (%) Arm A B5016 Station Road (E) 100 Arm B Barton Turn 100 Arm C B5016 Station Road (W) 100

Stream Labelling Convention

Stream A-B contains traffic going from A to B etc.

Run Information

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Errors and Warnings

Parameter Values Warning No Errors Or Warnings

Geometric Data

Geometric Parameters

Slope and Intercept Values

Intercept Slope Slope Slope Slope for Stream for for for for Stream A-B A-C C-A C-B B-A B-A 534.877 0.092 0.232 0.146 0.332 B-C 671.818 0.097 0.246 - - C-B 689.785 0.252 0.252 - -

Note: Streams may be combined in which case capacity will be adjusted These values do not allow for any site-specific corrections

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Junction Diagram

Demand Data

Modelling Periods

Duration Segment Length Parameter Period (min) (min) First Modelling Period 07:45-09:15 90 15 Second Modelling Period 15:45-17:15 90 15

ODTAB Turning Counts

Demand Set: 2019 AM peak Modelling Period: 07:45-09:15 From/To Arm A Arm B Arm C Arm A 0.0 54.0 291.0 Arm B 41.0 0.0 20.0 Arm C 470.0 39.0 0.0

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Demand Set: 2019 PM peak Modelling Period: 15:45-17:15 From/To Arm A Arm B Arm C Arm A 0.0 99.0 364.0 Arm B 106.0 0.0 47.0 Arm C 298.0 36.0 0.0

ODTAB Synthesised Flows

Demand Set: 2019 AM peak Modelling Period: 07:45-09:15 Rising Flow Peak Flow Falling Flow Arm Rising Time Peak Time Falling Time (veh/min) (veh/min) (veh/min) Arm A 08:00 4.313 08:30 6.469 09:00 4.313 Arm B 08:00 0.762 08:30 1.144 09:00 0.762 Arm C 08:00 6.363 08:30 9.544 09:00 6.363

Heavy Vehicles Percentages

Demand Set: 2019 AM peak Modelling Period: 07:45-09:15 From/To Arm A Arm B Arm C Arm A - 0.0 0.0 Arm B 0.0 - 0.0 Arm C 0.0 0.0 -

Demand Set: 2019 PM peak Modelling Period: 15:45-17:15 From/To Arm A Arm B Arm C Arm A - 0.0 0.0 Arm B 0.0 - 0.0 Arm C 0.0 0.0 -

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Queues & Delays

Demand Set: 2019 AM peak Modelling Period: 07:45-09:15 Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.77 7.79 0.098 - 0.00 0.11 - 1.6 0.14 C-AB 0.80 14.14 0.056 - 0.00 0.09 - 1.3 0.07 07:45- C-A 5.59 ------08:00 A-B 0.68 ------A-C 3.65 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.91 7.44 0.123 - 0.11 0.14 - 2.0 0.15 C-AB 1.10 14.80 0.074 - 0.09 0.13 - 2.0 0.07 08:00- C-A 6.53 ------08:15 A-B 0.81 ------A-C 4.36 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.12 6.94 0.161 - 0.14 0.19 - 2.8 0.17 C-AB 1.55 15.58 0.099 - 0.13 0.21 - 3.1 0.07 08:15- C-A 7.79 ------08:30 A-B 0.99 ------A-C 5.34 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.12 6.94 0.161 - 0.19 0.19 - 2.9 0.17 C-AB 1.55 15.58 0.099 - 0.21 0.21 - 3.1 0.07 08:30- C-A 7.79 ------08:45 A-B 0.99 ------A-C 5.34 ------

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Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.91 7.44 0.123 - 0.19 0.14 - 2.2 0.15 C-AB 1.10 14.80 0.074 - 0.21 0.14 - 2.0 0.07 08:45- C-A 6.53 ------09:00 A-B 0.81 ------A-C 4.36 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 0.77 7.79 0.098 - 0.14 0.11 - 1.7 0.14 C-AB 0.80 14.14 0.056 - 0.14 0.09 - 1.4 0.07 09:00- C-A 5.59 ------09:15 A-B 0.68 ------A-C 3.65 ------

Demand Set: 2019 PM peak Modelling Period: 15:45-17:15 Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.92 7.74 0.248 - 0.00 0.33 - 4.6 0.17 C-AB 0.63 12.49 0.051 - 0.00 0.08 - 1.1 0.08 15:45- C-A 3.56 ------16:00 A-B 1.24 ------A-C 4.57 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.29 7.39 0.310 - 0.33 0.44 - 6.4 0.20 C-AB 0.81 12.71 0.064 - 0.08 0.11 - 1.6 0.08 16:00- C-A 4.19 ------16:15 A-B 1.48 ------A-C 5.45 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.81 6.90 0.407 - 0.44 0.67 - 9.6 0.24 C-AB 1.13 13.10 0.086 - 0.11 0.16 - 2.5 0.08 16:15- C-A 5.00 ------16:30 A-B 1.82 ------A-C 6.68 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.81 6.90 0.407 - 0.67 0.68 - 10.1 0.24 16:30- C-AB 1.13 13.10 0.086 - 0.16 0.17 - 2.5 0.08 16:45 C-A 5.00 ------A-B 1.82 ------

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A-C 6.68 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.29 7.39 0.310 - 0.68 0.46 - 7.2 0.20 C-AB 0.81 12.71 0.064 - 0.17 0.11 - 1.6 0.08 16:45- C-A 4.19 ------17:00 A-B 1.48 ------A-C 5.45 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.92 7.74 0.248 - 0.46 0.33 - 5.2 0.17 C-AB 0.63 12.49 0.051 - 0.11 0.08 - 1.2 0.08 17:00- C-A 3.56 ------17:15 A-B 1.24 ------A-C 4.57 ------

Overall Queues & Delays

Queueing Delay Information Over Whole Period

Demand Set: 2019 AM peak Modelling Period: 07:45-09:15 Total Demand Total Demand Queueing Delay Queueing Delay Inclusive Delay Inclusive Delay Stream (veh) (veh/h) (min) (min/veh) (min) (min/veh) B-AC 84.0 56.0 13.1 0.2 13.1 0.2 C-AB 103.4 68.9 13.0 0.1 13.0 0.1 C-A 597.2 398.2 - - - - A-B 74.3 49.6 - - - - A-C 400.5 267.0 - - - - All 1259.4 839.6 26.0 0.0 26.0 0.0

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Demand Set: 2019 PM peak Modelling Period: 15:45-17:15 Total Demand Total Demand Queueing Delay Queueing Delay Inclusive Delay Inclusive Delay Stream (veh) (veh/h) (min) (min/veh) (min) (min/veh) B-AC 210.6 140.4 43.1 0.2 43.1 0.2 C-AB 77.2 51.4 10.5 0.1 10.5 0.1 C-A 382.6 255.0 - - - - A-B 136.3 90.8 - - - - A-C 501.0 334.0 - - - - All 1307.6 871.7 53.6 0.0 53.6 0.0

PICADY 5 Run Successful

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WYG Transport Planning

Appendix J – 2019 plus Development Junction Capacity Assessments

WYG Transport Planning part of the WYG Group creative minds safe hands www.wyg.com

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PICADY GUI Version: 5.1 AD Analysis Program Release: 4.0 (SEPT 2008)

Run Analysis

Parameter Values File Run N:\Projects\A086837 - Barton Marina\calculations\B5016-Barton Turn junction.vpi Date Run 15 April 2014 Time Run 09:11:35 Driving Side Drive On The Left

Arm Names and Flow Scaling Factors

Flow Scaling Factor Arm Arm Name (%) Arm A B5016 Station Road (E) 100 Arm B Barton Turn 100 Arm C B5016 Station Road (W) 100

Stream Labelling Convention

Stream A-B contains traffic going from A to B etc.

Run Information

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Errors and Warnings

Parameter Values Warning No Errors Or Warnings

Junction Diagram

Geometric Data

Geometric Parameters

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Slope and Intercept Values

Intercept Slope Slope Slope Slope for Stream for for for for Stream A-B A-C C-A C-B B-A B-A 534.877 0.092 0.232 0.146 0.332 B-C 671.818 0.097 0.246 - - C-B 689.785 0.252 0.252 - -

Note: Streams may be combined in which case capacity will be adjusted These values do not allow for any site-specific corrections

Demand Data

Modelling Periods

Duration Segment Length Parameter Period (min) (min) First Modelling Period 07:45-09:15 90 15 Second Modelling Period 15:45-17:15 90 15

ODTAB Turning Counts

Demand Set: 2019 with development AM peak Modelling Period: 07:45-09:15 From/To Arm A Arm B Arm C Arm A 0.0 59.0 291.0 Arm B 66.0 0.0 31.0 Arm C 470.0 41.0 0.0

Demand Set: 2019 with development PM peak Modelling Period: 15:45-17:15 From/To Arm A Arm B Arm C Arm A 0.0 119.0 364.0 Arm B 116.0 0.0 51.0 Arm C 298.0 45.0 0.0

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ODTAB Synthesised Flows

Demand Set: 2019 with development AM peak Modelling Period: 07:45-09:15 Rising Flow Peak Flow Falling Flow Arm Rising Time Peak Time Falling Time (veh/min) (veh/min) (veh/min) Arm A 08:00 4.375 08:30 6.563 09:00 4.375 Arm B 08:00 1.212 08:30 1.819 09:00 1.212 Arm C 08:00 6.387 08:30 9.581 09:00 6.387

Heavy Vehicles Percentages

Demand Set: 2019 with development AM peak Modelling Period: 07:45-09:15 From/To Arm A Arm B Arm C Arm A - 0.0 0.0 Arm B 0.0 - 0.0 Arm C 0.0 0.0 -

Demand Set: 2019 with development PM peak Modelling Period: 15:45-17:15 From/To Arm A Arm B Arm C Arm A - 0.0 0.0 Arm B 0.0 - 0.0 Arm C 0.0 0.0 -

Queues & Delays

Demand Set: 2019 with development AM peak Modelling Period: 07:45-09:15 Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.22 7.76 0.157 - 0.00 0.18 - 2.6 0.15 C-AB 0.84 14.12 0.059 - 0.00 0.10 - 1.4 0.08 07:45- C-A 5.57 ------08:00 A-B 0.74 ------A-C 3.65 ------

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Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.45 7.40 0.196 - 0.18 0.24 - 3.5 0.17 C-AB 1.15 14.78 0.078 - 0.10 0.14 - 2.1 0.07 08:00- C-A 6.50 ------08:15 A-B 0.88 ------A-C 4.36 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.78 6.90 0.258 - 0.24 0.34 - 4.9 0.19 C-AB 1.63 15.57 0.105 - 0.14 0.22 - 3.4 0.07 08:15- C-A 7.75 ------08:30 A-B 1.08 ------A-C 5.34 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.78 6.90 0.258 - 0.34 0.34 - 5.2 0.20 C-AB 1.63 15.57 0.105 - 0.22 0.23 - 3.4 0.07 08:30- C-A 7.74 ------08:45 A-B 1.08 ------A-C 5.34 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.45 7.40 0.196 - 0.34 0.25 - 3.8 0.17 C-AB 1.16 14.79 0.078 - 0.23 0.15 - 2.2 0.07 08:45- C-A 6.50 ------09:00 A-B 0.88 ------A-C 4.36 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 1.22 7.75 0.157 - 0.25 0.19 - 2.9 0.15 C-AB 0.84 14.13 0.059 - 0.15 0.10 - 1.5 0.08 09:00- C-A 5.57 ------09:15 A-B 0.74 ------A-C 3.65 ------

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Demand Set: 2019 with development PM peak Modelling Period: 15:45-17:15 Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.10 7.68 0.273 - 0.00 0.37 - 5.3 0.18 C-AB 0.79 12.43 0.064 - 0.00 0.11 - 1.6 0.09 15:45- C-A 3.51 ------16:00 A-B 1.49 ------A-C 4.57 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.50 7.32 0.342 - 0.37 0.51 - 7.4 0.21 C-AB 1.04 12.69 0.082 - 0.11 0.14 - 2.2 0.09 16:00- C-A 4.10 ------16:15 A-B 1.78 ------A-C 5.45 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 3.06 6.81 0.450 - 0.51 0.79 - 11.3 0.26 C-AB 1.42 13.03 0.109 - 0.14 0.21 - 3.2 0.09 16:15- C-A 4.88 ------16:30 A-B 2.18 ------A-C 6.68 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 3.06 6.81 0.450 - 0.79 0.81 - 12.0 0.27 C-AB 1.42 13.03 0.109 - 0.21 0.21 - 3.2 0.09 16:30- C-A 4.88 ------16:45 A-B 2.18 ------A-C 6.68 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.50 7.31 0.342 - 0.81 0.53 - 8.3 0.21 C-AB 1.04 12.69 0.082 - 0.21 0.15 - 2.2 0.09 16:45- C-A 4.10 ------17:00 A-B 1.78 ------A-C 5.45 ------

Mean Geometric Ped. Start End Delay Arriving Demand Capacity Delay Segment Stream RFC Flow Queue Queue (veh.min/ Vehicle (veh/min) (veh/min) (veh.min/ (ped/min) (veh) (veh) segment) Delay segment) (min) B-AC 2.10 7.68 0.273 - 0.53 0.38 - 5.9 0.18 17:00- C-AB 0.79 12.43 0.064 - 0.15 0.11 - 1.6 0.09 17:15 C-A 3.51 ------A-B 1.49 ------

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A-C 4.57 ------

Overall Queues & Delays

Queueing Delay Information Over Whole Period

Demand Set: 2019 with development AM peak Modelling Period: 07:45-09:15 Total Demand Total Demand Queueing Delay Queueing Delay Inclusive Delay Inclusive Delay Stream (veh) (veh/h) (min) (min/veh) (min) (min/veh) B-AC 133.5 89.0 23.0 0.2 23.0 0.2 C-AB 108.8 72.5 14.0 0.1 14.0 0.1 C-A 594.6 396.4 - - - - A-B 81.2 54.1 - - - - A-C 400.5 267.0 - - - - All 1318.6 879.1 37.0 0.0 37.0 0.0

Demand Set: 2019 with development PM peak Modelling Period: 15:45-17:15 Total Demand Total Demand Queueing Delay Queueing Delay Inclusive Delay Inclusive Delay Stream (veh) (veh/h) (min) (min/veh) (min) (min/veh) B-AC 229.9 153.2 50.2 0.2 50.2 0.2 C-AB 97.5 65.0 14.0 0.1 14.0 0.1 C-A 374.6 249.8 - - - - A-B 163.8 109.2 - - - - A-C 501.0 334.0 - - - - All 1366.8 911.2 64.1 0.0 64.2 0.0

PICADY 5 Run Successful

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