H51: East of Lady Lane, Harrogate H70: East of Whinney Lane, Harrogate

WYG Transport

Banks Group

Transport Appraisal

Report No. A081951-3 WYG St James Gate Newcastle upon Tyne NE1 4AD Date: March 2018

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REPORT CONTROL

Document: Transport Appraisal

Project: H51: East of Lady Lane, Harrogate H70 East of Whinney Lane, Harrogate Client: Banks Group

Job Number: A081951-3

File Origin:

Document Checking:

Primary Author A Stubbs Initialled: AS

Checked By R Rodger Initialled: RR

Review By N Bunn Initialled: NB

Issue Date Status Checked for Issue

1 06/ 03/ 18 Draft RR

2 08/ 03/ 18 Final NB

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Contents

1 INTRODUCTION ...... 1 2 EXISTING SITUATION ...... 3 3 SITE ACCESS ...... 12 4 SITE ACCESSIBILITY ...... 15 5 TRIP GENERATION AND ASSIGNMENT ...... 21 6 TRAFFIC IMPACTS ...... 27 7 SUMMARY ...... 30

Appendices

APPENDIX A FIGURES/ DRAWINGS

APPENDIX B TRICS DATA

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1 INTRODUCTION

1.1 WYG have been appointed by Banks Group to advise on the transport implications associated with a mixed-use allocation including up to 960 residential units, 8Ha of employment use and local retail on land east of Lady Lane (site reference H51) and east of Whinney Lane (site reference H70) in Harrogate. This report addresses the following issues:

i) Whether acceptable accesses to serve 960 homes off Whinney Lane and Lady Lane can be provided;

ii) Whether the allocations are in a sustainable location with regard to transport and accessibility. Suitability of Whinney Lane and the roads/ lanes leading to the A61 to accommodate the development generated traffic;

iii) Whether the likely impact of the development on traffic can be accommodated on the local roads within Harrogate; and

1.2 Control of Site H51 is split between Banks Group and Gladman Group. A co-operative approach to delivery of the development is envisaged by Banks Group and, this report will focus on the vision of the site that Banks Group have developed in consultation with Harrogate and North Yorkshire County Council Officers and may therefore differ in some details from the vision developed by Gladman Group.

1.3 It is noted that the northern part of Site H70 is the subject of a planning application (ref 17/05595/OUTMAJ) which is supported by a Transport Assessment and Interim Travel Plan. The masterplan prepared for the comprehensive development of both H51 and H70, takes into account the planning application.

1.4 This report has been produced having due regard for policy and advice contained in:

• National Planning Policy Framework (NPPF) published by the Department for Communities and Local Government (DCLG) in March 2012.

• DCLG’s Transport Assessment and Travel Plan guidelines set out in Planning Practice Guidance.

• Manual for Streets 1 (MfS 1) published by the DfT in 2007.

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• Manual for Streets 2 published by the Chartered Institution of Highways and Transportation (IHT) in 2010.

1.5 This report has been prepared solely in connection with the allocation site. Whilst every reasonable effort has been made to ensure its accuracy, use of the information contained in the report by a third party for any other purpose is entirely at their own risk.

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2 EXISTING SITUATION

Site Location

2.1 The allocation site is currently situated on agricultural land, located on the south western side of Harrogate, on land at Whinney Lane and Lady Lane as shown at Figure 1, Appendix A. The roads surrounding the site are Beckwith Head Road to the northwest, Lady Lane to the west, Hill Top Lane to the southwest and Yew Tree Lane and Beckwith Road to the east.

Local Transportation Networks

Whinney Lane

2.2 Whinney Lane is a single carriageway road which has a north-east to south-west alignment between Pannal Ash roundabout in the north and a T-junction with Lady Lane and Hill Top Lane in the south. It has residential development on both sides of the road for the first 175m, south from Pannal Ash roundabout, then residential development only on the east side for a further 100m, thereafter the road is a rural character until the Squinting Cat public house where there is a small cluster of homes.

2.3 Whinney Lane has a variable carriageway width of between 5.0m and 5.5m, but has a centreline throughout. There is a footway on the western side with an approximate width of 1.0m separated from the carriageway by a 1.0m wide grass verge. There is grass verge on the east side of Whinney Lane which varies in width. There are no waiting restrictions on Whinney Lane except for the southernmost 350m which has At-Any-Time restrictions. From Pannal Ash roundabout, the road is subject to a 30mph speed limit for some 700m and is also lit by a system of street lighting. Further south, by the Squinting Cat, Whinney Lane has no street lighting and is subject to the National Speed Limit.

2.4 A traffic survey was undertaken on Whinney Lane in the vicinity of the proposed site access over a 7-day period commencing the 7th March 2015. An analysis of the survey results found the following:

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Southbound Traffic

• The 7-day average flow for the 24-hour period was 371 vehicles;

• The average weekday AM peak hour flow was 98 vehicles, and the average weekday PM peak hour flow was 62 vehicles;

• Of these vehicles 91% were cars / LGV; and

• The 24hr weekday average 85th percentile speed was 42.3mph.

Northbound Traffic

• The 7-day average flow for the 24-hour period was 357 vehicles;

• The average weekday AM peak hour flow was 62 vehicles, and the average weekday PM peak hour flow was 55 vehicles;

• Of these vehicles 86% were cars / LGV’s; and

• The 24hr weekday average 85th percentile speed was 40.1mph.

2.5 The above information has been taken into account when considering the proposed site access arrangements from Whinney Lane.

Lady Lane/ Hill Top Lane / Hill Foot Lane

2.6 Lady Lane is an unlit, rural, single carriageway road which is subject to the national speed limit. It generally has a north-west to south-east alignment connecting to Beckwith Head Road/ How Hill Quarry Road junction in the north west to the Whinney Lane / Hill Top Lane junction. The carriageway has a variable carriageway width of between 4.5m and 5.4m with wide grass verges either side of the carriageway which range from between 0.9m and 3.8m wide along its eastern side and from 1.9m to 6.3m wide along its western side.

2.7 Hill Top Lane, later named Hill Foot Lane, is an unlit, rural, single carriageway road which has a variable carriageway width of between 4.1m and 5.5m. Hill Top Lane has a north to south alignment from the T-junction with Whinney Lane to Fall Lane which continues west to east as Hill Foot Lane. The road is subject to the national speed limit for 750m south of the Whinney

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Lane T-junction which then changes to a posted 40mph speed limit for 860m. The speed limit then changes to 30mph through Burn Bridge village. Hill Top Lane forms the south-eastern continuation of Lady Lane to a mini-roundabout junction with Burn Bridge Lane on the outskirts of Burn Bridge village. Burn Bridge Road has traffic calming in the form of speed cushions from the mini-roundabout junction with Hill Foot Lane to the mini-roundabout with Malthouse Lane. Burn Bridge Lane forms a T-junction with the A61 to the south of Burn Bridge village which provides a route to Leeds.

Beckwith Head Road

2.8 Beckwith Head Road is a rural single carriageway road with a carriageway width of approximately 5m and approximately 4 – 5m wide grass verge on either side from Lady lane to its junction with Cardale Park, the western access to the Central House Technology Park. From its junction with Cardale Park, Beckwith Head Road has a 5.5m wide carriageway with a grass verge and footway on its east side and a grass verge along its west side.

2.9 Beckwith Head Road forms a cross road junction to the north with the B6162 Otley Road and Crag Lane. At its southern end it also forms a cross road junction with Lady Lane/Howhill Quarry Road and a private road.

2.10 Beckwith Head Road is subject to a speed limit of 40mph and has a weight restriction prohibiting vehicles of over 7.5T MGVW, except for access, south of its junction with Cardale Road.

Beckwith Road

2.11 Beckwith Road forms the western arm of the Pannal Ash roundabout which runs in a north west to south east alignment to form a priority junction with the B6162 Otley Road. It has residential development on both sides of the road and is a bus route. Beckwith Road is a street-lit, single carriageway road with a carriageway width of approximately 7.3m and 2.0m wide footway on both sides. There are no waiting restrictions on Beckwith Road and it is subject to a 30mph speed limit with traffic calming along the route in the form of speed cushions.

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Pannal Ash Road

2.12 Pannal Ash Road forms the northern arm of the Pannal Ash roundabout and runs broadly northwards to a signalised crossroads junction with the B6162 Otley Road and Manor Drive. Pannal Ash Road has residential development on both sides of the road and serves Rossett Sports Centre, Rossett Acre Primary School and Rossett School. It is a bus route and, in part, a cycle route. The road has a carriageway width of approximately 6.1m and 2.0m wide footway on both sides for most of the route and at least on one side for the full length.

2.13 There are no waiting restrictions on Pannal Ash Road and there is white edge of carriageway lines along both sides of the road. Pannal Ash Road is subject to a 30mph speed limit for 340m from its junction with Otley Road to Rossett Holt Drive and then subject to a 20mph speed limit for 640m to Pannal Ash roundabout, including Rossett Acre Primary school. There is a Puffin pedestrian crossing at the entrance to Rossett Acre Primary school, Rossett School and Rossett Sports Centre.

Green Lane

2.14 Green Lane forms the eastern arm of Pannal Ash Roundabout and has a north-west to south east alignment from the roundabout to a priority junction with Leadhall Lane. It is largely residential in character, but serves Rossett School, a local secondary school for around 1,400 pupils, on the north side adjacent to the roundabout, and Ashville College, an independent school for around 500 pupils between the ages of 4 and 18.

2.15 The road is a street-lit, single carriageway road with a typical carriageway width of 7.3m. There is a continuous 1.5m wide footway along the south side of the road, and a similar width footway on the north side between Pannal Ash roundabout and Rossett School. There are no waiting restrictions on Green Lane, except for No Stopping outside the Rosset School and Ashville College entrances, and it is subject to a 30mph speed limit.

Yew Tree Lane

2.16 Yew Tree Lane has a north-east to south-west alignment from the Pannal Ash Roundabout to form a mini-roundabout with Burn Bridge Road and Spring Lane. Approximately 1km of the northern section of Yew Tree Lane has residential development on both sides, with an access to Ashville College car park, and Ashville College sports fields, with 700m of the southern

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section being rural in character, before entering Burn Bridge village. The residential section of Yew Tree Lane is a street-lit, single carriageway road with a typical carriageway width of 6.0m with 2.0m footway on both sides for 650m and continues on the east side with a varied width.

Burn Bridge Road

2.17 Burn Bridge Road runs generally south east from its mini-roundabout junction with Yew Tree Lane, past a mini roundabout junction with Hill Foot Lane through Burn Bridge to a junction with the A61. The route is a single carriageway road with a 30mph speed limit. The residential section of the route has carriageway widths of approximately 5.6m, with 1.5m wide footways to the eastern side.

2.18 There is traffic calming on the route with speed humps, a chicane south of the junction with Malthouse Lane and a pinch point by the Black Swan pub with priority for northbound traffic. Footway provision terminates to the south of the pinch point.

2.19 The remainder of the route is approximately 800m long and rural in nature, is unlit with carriageway widths of approximately 5.2m wide, with hedgerows on both sides of the route. The route terminates at the give-way junction with the A61 where a right turn ghost island layout is provided.

B6162 Otley Road

2.20 The B6162 Otley Road has a broadly east to west alignment which begins at the A61 Leeds Road/ A6040 York Place roundabout. To the west, the B6162 Otley Road meets a roundabout with Pot Bank where the B6162 then continues southwards through Leathley where it is named the B6161 Leathley Lane. From this point, the B6162 continues eastwards to form a priority junction with the A658 north of Pool in Wharfedale.

2.21 Within the Harrogate built-up area, the B6162 Otley Road serves mainly residential areas of Harrogate from a number of priority junctions, as well as the RHS Harlow Moor Gardens, andCardale Park – a major employment area. Within Harrogate, the B6162 is street-lit, has a typical carriageway width of 7.3m with 2.0m-3.0m wide footway on the south side with 1.5m 1.8m wide footway on the north side and is a bus and cycle route. On the south side of the B6162, there are areas of residential on-street parking separated by double yellow line waiting restrictions, which are more extensive on the north side. The B6162 has a posted speed limit

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of 30mph within Harrogate which changes to National Speed Limit, some 25m west of the Beckwith Head Road junction.

A61 Leeds Road

2.22 The A61 Leeds Road is located to the east of the site provides a direct route to Harrogate town centre. To the north of Harrogate the A61 provides a route towards the A1(M) and Ripon/ Thirsk and to the south it provides a route towards Leeds.

2.23 Leeds Road is a wide single carriageway, although it does widen to two lanes on the entry/ exits to its junction with Leadhall Lane after which it reverts to wide single carriageway towards the centre of Harrogate. Wide footways are provided on both sides of the carriageway with some sections of verge provided on the west side of the carriageway. It is streetlit and is subject to a 30 mph speed limit.

Public Rights of Way and Cycle Provisions

2.24 Within the vicinity of the two sites there are a number of footways and bridleways that provide existing routes across the sites. There is a right of way that runs east-west across site H51 connecting Lady Lane in the west with Whinney Lane in the east. There are also rights of way that pass through site H70 between Whinney Lane in the west and Yew Tree Lane in the east. There is also an existing right of way that passes adjacent to the allocation boundary for site H51, which runs between the eastern end of Whinney Lane and Larkfield Road to the north of the site.

2.25 The above routes would be incorporated into the site layout where possible and would enhance the proposed pedestrian access measures by providing links to the surrounding network.

2.26 The Harrogate Ringway runs to the south of the site and is a 20-mile circular walking route around Harrogate, with 3-4miles of the route being on country lanes and pathways. The route is accessible from Yew Tree Lane and connects to Hill Top Lane, approximately 300m south of the public right of way which runs along the rear of H70. To the north, connections to the B6162 Otley Road can be made, and to the south, the public right of way routes to Pannal before following a route around the town with connections to other rights of way from this route to the wider areas of Harrogate available. The route also provides a connection to the

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Knaresborough Round route to the north-eastern side of Harrogate. The existing walking catchment in the vicinity of the site is shown in Figure 2 in Appendix A.

2.27 There is a local cycle route which provides access to the National Cycle Route 67 (NCN67) that is accessible from St. George’s Road, Westbourne Avenue, Alderson Road and St.James’ Drive. NCN67 is situated to the east of the site and can be accessed via the existing footway provisions, through on road-cycle access and via the public right of way routes. This route runs locally from Ripley along the Nidderdale Greenway to the north of Harrogate before continuing through the town, past the showground and southwards towards Wetherby where it links to the wider national cycle network.

2.28 National Cycle Route 636 is situated to the north east of the site and runs between Harrogate and Knaresborough and is approximately 4 miles in length. The route is a combination of urban / rural and runs along Bilton Lane, commencing at Dragon Cycleway and provides a link between the two towns without the requirement to use the A59. The potential cycling catchment from the site is shown in Figure 3 at Appendix A.

Public Transport

2.29 The nearest bus stops to the two sites are situated to the north and to the east of the development sites and can be seen in Figure 2 of Appendix A.

2.30 A bus stop is located on Pannal Ash Road 60m north of the roundabout junction with Yew Tree Lane. This stop is approximately an 800m walk from the centre of the two sites. This stop is a flag stop, with timetable information with no bus stop lay-by or cage provisions and no existing shelter or access provisions. This stop is serviced by bus numbers 6 and X6 operated by Transdev.

2.31 Another bus stop is provided on the eastbound approach to the roundabout junction on Beckwith Road and is approximately 750m walk distance from the centre of the two sites. This stop is also a flag sign with timetable only with no shelter or access provisions currently in place. This stop is serviced by bus numbers 6 and X6 operated by Transdev.

2.32 The services available from these stops are discussed in more detail in Section 4 of this report.

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Extant Planning Permissions

2.33 Based on discussions with NYCC we are aware of two sites that should be considered as committed developments, which are likely to have a cumulative impact on traffic flows in the area. The sites comprise:

• Bluecoat Park (Ref: 15/00798/EIAMAJ): A development of 450 houses with mixed use local centre (including primary school); and

• Police Training Centre (Ref: 14/02970/FULMAJ).

2.34 The cumulative impact of these developments would need to be considered as part of any planning application associated with sites H51 and H70.

2.35 In addition to the above schemes that have been identified through discussions with NYCC there is currently a planning application submitted for 130 residential units on part of site H70 (Application Ref. 17/05595/OUTMAJ). The combined impact of this application and the rest of the allocation sites is considered later in the report.

Planned Transportation Schemes

2.36 A number of junctions in the vicinity of the proposed allocation are identified as requiring improvement measures in the January 2018 Draft Harrogate Infrastructure Delivery Plan (IDP) in order to accommodate draft Local Plan allocated sites. These junctions include:

• A61 Leeds Road/ Hookstone Road traffic signals

• A61/ Station Road Pannal

• B6162 Otley Road/Crag Lane junction upgrade

• B6162 Otley Road/ Pot Bank roundabout

2.37 The above schemes are classified as ‘critical’ in the IDP with funding to be provided by developers, although the allocations considered in this report are not specifically identified in relation to the above junctions. It is therefore assumed that a contribution towards any proposed improvements would be required for the proposed allocation based on its

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proportional impact, along with other allocated sites. Further consideration is given to the impact of the allocation on the network in Section 6 of the report.

2.38 In addition to the schemes identified in the IDP a number of other highway schemes have been identified as part of the National Productivity Investment Fund (NPIF) bid submission by NYCC which includes a range of improvements in West Harrogate including the Otley Road corridor and A61/ Burn Bridge Road junction. If the funding bid is successful the schemes would be implemented between 2018 – 2020.

2.39 It is also understood that NYCC are currently considering the need for a comprehensive package of sustainable transport measures to support local plan allocations in Harrogate, however the results of this review are not expected to be available until summer 2018.

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3 SITE ACCESS

Concept

3.1 The Concept Masterplan layout for the allocation is shown in the Pegasus Design drawing included at Appendix A and comprises residential development to the east of Whinney Lane, residential development between Lady Lane and Whinney Lane and employment areas adjacent the northern boundary of the allocation.

3.2 The concept for highways access is to focus access to the majority of the housing areas into one principle access point, off an improved Whinney Lane in order to minimise impacts and changes to the character of the rural roads to the south of the site. There are opportunities for secondary accesses to the west and east although the location and capacity of these may be restricted by the geometry of the road and impact on the existing residential areas.

3.3 The proposed employment should be considered as an extension of the existing, accessed solely off Beckwith Head Road and the A61, in order to limit impacts of peak hour traffic and HGV’s on the more residential character roads within and to the east of the site. Ideally a bus only connection will be made to Beckwith Head Road via the employment land in order maximize the operation and long term viability of a high quality service serving both employment and residential. Should such a link not be possible then this may require linkage via the north western section of Lady Lane. in order to the in the form of a roundabout. These concepts are shown on the Concept Masterplan and discussed in more detail below.

Vehicle Access

3.4 The residential parts of H51 and the whole of H70 would be accessed via a 32m compact 4 arm roundabout junction onto Whinney Lane to serve the residential areas of the allocation. The proposed site access junction layout is shown on WYG Drawing A081951-3/C005 in Appendix A. The junction layout has been designed to provide access to the recent planning application on site H70, whilst also accommodating access to serve the H51 allocation at a later date. The roundabout both provides the entrance feature to the site, with the opportunity to create a strong sense of place, and provides a natural end to the more urban form of the improved Whinney Lane.

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3.5 The existing carriageway width on Whinney Lane is currently between 5.0m and 5.5m wide. To accommodate future bus access it will be widened to 6.5m, as per the Local Distributor Road type in the NYCC Design Guide, adjacent to the allocation site frontage. This would be provided as part of the current planning application 17/05595/OUTMAJ on site H70, should it receive planning approval. The proposed bus route within the site would also be designed to appropriate standards.

3.6 The proposed site access junction drawing also shows the provision of a new half width bus layby on Whinney Lane adjacent to the roundabout junction. Additional bus stops would also be provided within the development in order to accommodate provision of bus services through the site.

3.7 The employment area would be accessed via a separate access onto Beckwith Head Road via the Beckwith Knowle site. This access would connect to the residential areas of H51 but access would be limited to buses, pedestrians and cyclists so that the employment/ industrial traffic is clearly separated from the residential areas. This link would also enable extension of planned bus services serving the Bluecoats development through the site, providing a higher quality service throughout the area and enhancing its long-term viability.

Pedestrian/ Cycle Access

3.8 The location of the site provides significant opportunities to connect and enhance existing pedestrian and cycle linkages in the surrounding area, with a specific focus on Whinney Lane. In developing the masterplan for the allocation site a movement strategy has been developed for access by sustainable modes, which considers both routes within the allocation site and linkages to existing routes and facilities in the surrounding area and beyond such as Harrogate Town Centre and Hornbeam Park railway station.

3.9 The Movement Strategy is shown at Figure 19 in Appendix A for the masterplan, and for the wider area at Figure 20. The main features of the strategy are north/south pedestrian-cycle link between Lady Lane and Beckwith Road, and east/ west pedestrian-cycle connection between Yew Tree Lane and Beckwith Head Road, and an east/west bus link between Whinney Lane and Beckwith Head Road.

3.10 On the west side of Whinney Lane an improved 2m footway is provided to tie-in to the existing footway provision opposite Castle Hill Drive. This will form the key pedestrian route to schools

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and the local facilities and may justify providing a formal crossing on this major desire line. A 2m footway is also provided to the north of the access on the east side of Whinney Lane to its tie-in point with the existing footway provision to the south of Castle Hill Drive.

3.11 Refuge splitter islands are to be provided on each arm of the roundabout to facilitate pedestrians crossing Whinney Lane and the site access.

3.12 In addition to the proposed pedestrian access measures provided at the main site access junction on Whinney Lane, as well as the existing public rights of way, a number of other pedestrian access points would be provided as part of the Masterplan proposals. These include additional pedestrian accesses onto Whinney Lane to the south of the site access junction, and a separate pedestrian route and access onto Beckwith Head Road.

3.13 The concept masterplan layout provides a network of routes for pedestrians and cyclists within the site to accommodate both east-west and north-south movements within and through the site. These routes also provide connections to the surrounding network in order to accommodate pedestrian and cycle trips to local facilities and the wider network.

3.14 The masterplan layout provides a number of access points for cyclists on Whinney Lane, Lady Lane Beckwith Head Road and Larkfield Road. These provide a range of connection points to the surrounding network providing a permeable layout within the allocation site.

3.15 Beyond the site the proposed cycle provision connects to existing routes towards central harrogate to the north and east of the site as well as adjacent employment areas. Routes to the east of the site via Whinney Lane and Yew Tree Lane provide access to surrounding schools, residential areas and also to Hornbeam Park Rail Station and Business Park.

Conclusion

3.16 Suitable access arrangements for vehicles, including public transport, pedestrians and cyclists, which are acceptable in transportation terms, could be provided to sites H51 and H70.

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4 SITE ACCESSIBILITY

4.1 At bullet 11 of paragraph 17 NPPF explains planning “should make the fullest possible use of public transport, walking and cycling” and in paragraph 10 it advises “plans and decisions need to take local circumstances into account, so they respond to the different opportunities for achieving sustainable development in different areas”.

4.2 A Movement Strategy has been devised to assess the local opportunities to maximise access by walking, cycling and by public transport. The Movement Strategy has been discussed with Harrogate BC and NYCC, who are developing a range of sustainable transport improvements to facilitate the local plan.

Walking

4.3 WYG have analysed walking for all purposes as the main mode of travel (from home) by interrogating data collected through the 2010 National Travel Survey (NTS), to calculate the average and 85th percentile distances travelled.

4.4 The analysis has revealed the average distance people walk is 1.2km and the 85th percentile distance is 1.95km. The NTS data is available on request.

4.5 Accessibility on foot from the development site to local facilities and amenities within the 1.2km and 1.95km walk distances has been assessed. These have been assessed with due consideration to the local public rights of ways, the existing pedestrian connections discussed in Chapter 2 and the proposed pedestrian access arrangements identified in Chapter 3. The pedestrian catchment from the site is shown in Figure 2 in Appendix A.

4.6 The internal footway networks on both sites would connect to the proposed 2m wide footways running from the site accesses northbound along both sides of Whinney Lane as discussed in paragraph 3.6. This would provide the main focus for pedestrian routes from both sites to local schools and facilities in the Pannal Ash area.

4.7 There are existing public rights of way which provide routes between Whinney Lane and Yew Tree Lane. The footway network within the development could link directly onto this right of

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way connecting into the existing footway network on Yew Tree Lane and on to the wider right of way routes from this point.

4.8 At the Pannal Ash roundabout, there are currently dropped kerbs and tactile paving on Green Lane and Pannal Ash Road crossing points. To further facilitate movements across the junction there is potential to provide a pedestrian crossing refuge by extending the existing splitter island into the area of hatching on the approach from Beckwith Road, with dropped kerbs and tactile paving provision provided on the approaches. This will facilitate movements to the eastern side of Pannal Ash Road and to the northern side of Beckwith Road where there are existing bus stops as well as providing accessible routes towards the schools and facilities situated along these routes.

4.9 On Pannal Ash Road there is a signalised pedestrian crossing at the junction with the Rossett School site access allowing controlled pedestrian movements across the carriageway and access from the existing bus stop to the south of the access junction.

4.10 The nearest primary school is Rossett Acre Primary School which is approximately 1.1km from the centre of the site in a northbound direction via Whinney Lane and Pannal Ash Road. This school is accessible via the existing pedestrian network and the proposed footway along the eastern side of Whinney Lane.

4.11 Rossett School is the nearest secondary school with a sixth form and is situated to the northern side of Green Lane. This school is approximately 950m from the centre of the site via Whinney Lane. This school is accessible via the existing pedestrian network and the proposed footway along the eastern side of Whinney Lane. There is also a public footpath between Whinney Lane and Yew Tree Lane, and a public footpath between Yew Tree Lane and Green Lane, which could be used to facilitate access to the school.

4.12 Ashville College, an independent school, is located to the south east of the development between Yew Tree Lane and Green Lane, with the primary access being from Yew Tree Lane. This site can be accessed within approximately 800m walking distance through the existing right of way to the rear of the site in conjunction with the existing footway provisions.

4.13 Both the Stagecoach Harrogate Theatre Arts School and the Rossett Sports Centre are located to the north of the proposed development to the rear of the Rossett School. The Theatre Arts School provides opportunities for 14-18 year olds to participate in drama, music and theatrical

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classes. The Sports Centre provides access to a range of indoor and outdoor sporting facilities including tennis pitches, gymnasiums and artificial sports pitches. These sites are approximately 1.2km north of the site via Whinney Lane.

4.14 The nearest convenience store is the Pannal Ash Convenience Store located south east of the site to the east of the junction with Yew Tree Lane and Rossett Green Lane. Although the store is not within accessible walking distance via Whinney Lane, using the existing public right of way which runs through the old Police College to Yew Tree Lane, the store can be reached within approximately 900m-1.0km walking distance in conjunction with the existing footways provided along Yew Tree Lane.

4.15 In addition to off-site facilities local retail facilities are also proposed as part of the site allocation and would be within walking distance of the site as well as adjacent residential and employment areas.

4.16 The Squinting Cat is the nearest public house which also offers a restaurant. The site itself is situated to the south of the proposed development boundary and is within close walking proximity within approximately 750m via Whinney Lane.

4.17 There are therefore a number of local education, employment, retail, health and community facilities which could be reached on foot from the development site and pedestrian access will be facilitated by the opportunities identified in the Movement Strategy. These include Cardale Park located to the north of site H51.

Cycling

4.18 WYG have analysed cycling for all purposes as the main mode of travel (from home) by interrogating data collected through the 2010 NTS, to calculate the average and 85th percentile distances travelled.

4.19 The analysis has shown that the average distance people cycle is 4.3km and the 85th percentile distance is 7.25km. The NTS data is available on request. Figure 3 in Appendix A shows the extent of the cycling catchment from the site.

4.20 Residents at the development site could cycle to a wide range of education, employment, retail, health and community opportunities, some of which they may view as beyond a

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reasonable walk distance. A 10-minute bike ride (5km) reaches all of those destinations which are within a 25-minute walk (2km).

4.21 To the north-east of the site, all of Harrogate Town Centre is accessible within the 85th percentile cycling catchment. Within this catchment access to additional education facilities can be reached which includes Harrogate Grammar School, Harrogate High School St John’ Fisher Catholic High School and St Aiden’s Church of England High School in addition to further retail and employment opportunities both within the town centre.

4.22 To the south, Pannal and Burn Bridge can also be reached where there are a number of additional food-stores and local shops including a Co-op Food-store as well as Pannal Primary School also being accessible within approximately 3.5km.

4.23 In addition to education and retail facilities, healthcare is accessible within a 5km cycle catchment with the nearest doctors’ surgery being Leeds Road Surgery, with Harrogate District Hospital also being accessible within the catchment area.

4.24 At the outermost extents of the cycle catchment, further access to retail opportunities is available which includes Harrogate Retail Park, situated to the north of the site where there is a B & Q and Pets at Home store. Plumpton Retail Park is located to the north-east of the site where a Morrison’s, Homebase and PC World are situated along with a number of smaller retail units.

4.25 Hornbeam Park Railway Station is situated south of Hookstone Road and is accessible within a 3km cycle ride from the centre of the site and has cycle storage facilities. Rail services from Hornbeam Park include those to Leeds, Knaresborough and York. The allocation would provide enhanced cycle facilities between the site and Hornbeam Park by connecting with existing cycle routes in the vicinity of the site and station.

4.26 There are therefore a range of education, employment, retail, health and community opportunities which could be reached by bike from the development site and cycle access will be facilitated by the opportunities identified in the Movement Strategy.

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Public Transport

4.27 Walking distances have been analysed for those trips where walking was the 1st stage mode of travel and bus was the 2nd stage mode of travel. The NTS data from 2002 to 2012 was used to calculate the average and 85th percentile walking distances to a bus stop. The analysis showed that, outside of London, the average distance people walk to a bus stop is 580m and at the 85th percentile people walk 810m. However, North Yorkshire County Council accessibility guidance advises a walk distance to a bus stop of 400m.

4.28 The nearest existing bus stops to the two development sites are shown on Figure 2 in Appendix A and are located on Beckwith Road and Pannal Ash Road.

4.29 The bus stop located on Beckwith Road is 820m walking distance from the centre of the site, with the bus stop on Pannal Ash Road an approximate 775m walking distance, both of these stops are served by the No 6 and X6 services. Although these stops are beyond the normal target distance of 400m, they are within the 85th percentile walking distance recorded in the NTS data. Both stops have a flag / pole design with timetable information provided.

4.30 Table 4.1 below summarises the local bus services.

Table 4.1: Bus Routes Accessible from the development Location of Monday to Route No. Route Description Sunday Bus Stop Saturday Harrogate to Pannal Ash Transdev Beckwith Road / Harrogate Bus Station, Half hourly Half Hourly 6 Pannal Ash Road Harrow Hill, Pannal Ash Harrogate to Beckwith Knowle Half hourly – Transdev Harrogate Bus Station, Cold Beckwith Road / Not in Monday to X6 Bath Road, Beckwith Knowle Pannal Ash Road service Friday only Business Park, RHS Garden Harlow Carr

4.31 Bus services number 6 and X6 services offer regular and frequent journey opportunities to Harrogate Town Centre where local facilities can be accessed, with the X6 providing a frequent service to Cardale Park which is situated to the southern side of the B6212 to the north west of the development.

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4.32 To provide an acceptable level of access to public transport services it will be necessary to provide a bus with a 30-minute service frequency directly to serve the proposed housing sites so that all parts of the development are within a reasonable walking distance of a bus stop.

4.33 This level of service could be achieved via an extension of the 6/X6 service or a new service between Harrogate town centre and the site via the site as shown on the Movement Strategy. From discussions with Transdev it is understood that there is limited scope to extend the existing services in the vicinity of the site due to the introduction of electric vehicles on these routes and restrictions of the existing timetable. It is therefore likely that additional vehicles would be required in order to extend the routes to serve the site whilst maintaining the existing service frequencies on these routes.

4.34 The layout of the Concept Masterplan for the allocation provides an appropriate route for bus services from the site access with Whinney Lane through the residential and employment areas to Beckwith Head Road. Improved infrastructure would also be provided through enhanced bus stop provision within the site in order to ensure that all areas of the site were within 400m of a bus stop. The proposed provision for bus services within the allocation site would not prejudice provision of improved services to the adjacent Bluecoats development site, should this be required at a later date.

Conclusion

4.35 The development site is accessible on foot or by bike to a range of local destinations via the existing network of paths and routes. The existing pedestrian and cycle network would also be enhanced by the proposed masterplan and Movement Strategy for the site and enhanced pedestrian/ cycle linkages.

4.36 Current bus services operating in the vicinity of the site provide an appropriate level of service, however existing stops are not located within an appropriate walk distance from the whole of the allocation site. It is therefore likely that an extension of the existing 6/X6 services would be required in order to provide an appropriate level of service that is accessible from the whole of the allocation site.

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5 TRIP GENERATION AND ASSIGNMENT

5.1 In order to consider the potential impact of the H51 and H70 allocation sites on the surrounding network a trip generation exercise has been carried out and the proposed development traffic has been assigned onto the surrounding highway network. The results of this assessment are summarised in the following sections.

Residential Trip Generation

5.2 A comparison of trip rates from the Harrogate Transport Model has been carried out with trip rates obtained from the TRICS database.

5.3 The TRICS database has been used to derive suitable trip generation rates for the proposed residential use. Trip rates have been derived for typical weekday AM and PM peak periods.

5.4 The following criteria were applied to the TRICS category “Houses Privately Owned”:

• Sites in London, Republic of Ireland, Northern Ireland or Highlands were excluded.

• Town Centre, Edge of Town Centre and Neighbourhood Centre sites were excluded, leaving Suburban and Edge of Town sites.

• Only surveys carried out on a weekday were included.

• Only sites in excess of 30 dwellings were included.

• Only the most recent survey was included for each site.

5.5 A total of 25 sites remained in the dataset based on the above parameters. Average vehicle trip rates from the sample for the AM and PM peak hours are respectively shown at Table 5.1, together with the predicted traffic generated by 960 homes. TRICS output files are in Appendix B.

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Table 5.1: Residential TRICS Trip Rates and Generated Trips Arrivals Departures Time Period TRICS Rate Trips TRICS Rate Trips Car Driver Trips Weekday AM Peak Hour 0.138 132 0.386 371 08:00 to 09:00 Weekday PM Peak Hour 0.334 321 0.170 163 17:00 to 18:00

5.6 As a comparison trip rates for residential developments adopted in the Harrogate Transport Model have also been considered and the trip generation for 960 units. The Harrogate model trip rates and trip generation are summarised in Table 5.2.

Table 5.2: Harrogate Transport Model Trip Rates and Generated Trips Arrivals Departures Time Period TRICS Rate Trips TRICS Rate Trips Car Driver Trips Weekday AM Peak Hour 0.159 153 0.42 403 08:00 to 09:00 Weekday PM Peak Hour 0.391 375 0.191 183 17:00 to 18:00

5.7 For consistency the trip rates from the Harrogate Transport Model have been adopted in order to consider the potential impact of sites H51 and H70 on the wider network. It is noted that the TRICS trip rates have recently been accepted by NYCC for the residential application on part of the H70 site.

Employment Trips

5.8 The trip rates for the employment area were taken from Beckwith Knowle planning application (Ref. 16/01067/OUTMAJ) which has the same range of land uses to those envisaged on the allocation site. The site area provided for employment use is approximately 8Ha and the overall GFA of the employment area is assumed to be 26,667sqm (based on one-third of the site area). The trip rates and generated traffic are shown at Table 5.3.

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Table 5.3: Employment Trip Rates and Generated Trips

Arrivals Departures Time Period TRICS Rate Trips TRICS Rate Trips Weekday AM Peak Hour 1.84 491 0.14 37 08:00 to 09:00 Weekday PM Peak Hour 0.17 45 1.89 504 17:00 to 18:00 Note: Trip Rate is per 100sqm

Residential Assignment

5.9 To more accurately assign the traffic generated by the proposed residential allocation we have taken into account different routing for work based, education based on other trip purposes to produce a layered assignment.

5.10 The trip generation rates adopted are for 08:00 to 09:00 and 17:00 to 18:00, and so data for these time periods from the National Travel Survey (NTS) has been reviewed.

5.11 Typically, journeys for work purposes comprise two-thirds of all vehicle trips during both the AM and PM peak periods. The remaining journey purposes are made up of education trips in the AM peak and other trip purposes such as shopping/ leisure in the PM peak.

5.12 Table 5.4 below distributes the traffic generated by the proposed residential allocation between the main journey purposes for the AM and PM peak hours separately.

Table 5.4: Residential Allocation, Vehicle Trips by Journey Purpose

Journey Purpose Time Period Work Education/ Other Total Weekday AM Peak (%) 66% 33% 100% Car Trips - Departures 269 134 403 Weekday AM Peak (%) 66% 33% 100% Car Trips – Arrivals 102 51 153 Time Period Work Other Total Weekday PM Peak (%) 66% 33% 100% Car Trips - Departures 122 61 183 Weekday PM Peak (%) 66% 33% 100% Car Trips – Arrivals 250 125 375

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Residential Journeys to Work

5.13 Work-related vehicle trips generated by the proposed development have been distributed on the local road network using the Census 2011 data for car-based trips among residents of the Harrogate 020 Middle Super Output Area (MSOA), in which the development is located, to workplace destinations.

5.14 Figure 4 in Appendix A diagrammatically shows the potential route choices available from the proposed development. The numbers of residential trips for Journeys to Work at Table 5.4 have been distributed on the surrounding road network using the assignment shown at Figure 5, which results in the AM and PM peak flows shown in Figures 6 and 7.

Journeys for Education

5.15 The majority of education vehicle trips will be made to Rossett Acre Primary School (70%), which is the nearest primary school to the site, and 10% have been assigned to Pannal Community Primary School. All high school vehicle trips have been equally split between Harrogate High School and Rossett Academy School (20%).

5.16 Figure 8 in Appendix A shows the Education-based assignment for the site, and Figure 9 in Appendix A shows the resulting traffic generations during the AM peak hour.

Journeys for Other Purposes

5.17 Trips for other purposes combine a range of journey purposes, however for the most part it is reasonable to assume these trips are to/ from facilities in nearby local centres and retail parks.

5.18 To the north-east of the site, within a 1½ mile drive, Harrogate Town Centre provides a wide range of shops, facilities and services.

5.19 To the east of Harrogate Town Centre there is a large Asda store on Dragon Road and Odeon Cinema on Station Avenue, both of which can be reached within an approximate 1½ to 2-mile drive of the development site.

5.20 To the north of Harrogate Town Centre Harrogate Retail Park includes a range of shops, including a DIY outlet and Pet Store etc. Harrogate Retail Park can be reached via an approximate 2½ to 3 miles from the development site. East of the site, Plumpton Retail Park is

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also accessible from Hookstone Chase, via a 3-mile drive, and offers a Morrison’s supermarket as well as a number of DIY & computing shops.

5.21 The following splits have been assumed for “other” trips to/ from the above destinations:

• Local facilities in Harrogate Town Centre - 40%.

• Asda and Odeon Cinema – 30%

• Harrogate Retail Park - 10%.

• Plumpton Retail Park – 20%.

5.22 The number of vehicle trips for other journey purposes presented at Table 5.4 has been assigned on the surrounding road networks using the PM peak distribution shown at Figure 10, which results in the other journey type trips shown at Figure 11. The total residential development trips are shown in Figures 12 and 13 for the AM and PM peak periods.

Employment Assignment

5.23 The employment use trips have been distributed on the local road network following the same methodology as that in the Beckwith Knowle planning application and the distribution is summarised in Table 5.5.

Table 5.5: Employment Distribution Pattern

Cordon %

A – B6162 Otley Road 28%

B – Cold Bath Road 5%

C – A61 Harrogate Road 32%

D – A6040 York Place 15%

E – Local Traffic 20%

TOTAL 100%

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5.24 The distribution pattern is shown at Figure 14 at Appendix A and the assigned employment trips for the AM and PM peaks can be seen at Figures 15 and 16 in Appendix A.

Total Vehicle Trips

5.25 Figure 17 in Appendix A shows the total numbers of vehicle trips for all journey purposes generated by the allocation during the AM peak hour. Figure 18 in Appendix A shows the total number of generated vehicle trips in the PM peak.

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6 TRAFFIC IMPACTS

6.1 Based on the traffic flows generated by the proposed allocation, as set out in Figures 17 and 18, the following is a list of the primary locations on the surrounding network where the potential impacts of development traffic would need to be considered:

1. Site Accesses / Whinney Lane

2. Whinney Lane / Beckwith Road / Pannal Ash Road / Yew Tree Lane / Green Lane

3. Hill Top Lane / Lady Lane / Whinney Lane

4. Lady Lane/ Beckwith Head Road

5. Yew Tree Lane/ Burn Bridge Road

6. A61 Leeds Road / Burn Bridge Road

7. Green Lane/ Church Lane/ Rossett Green Lane

8. Station Road/ Rail Bridge, Pannal

9. A61/ Pannal Bank

10. A61/ A658 Harrogate Road

11. Beckwith Head Road/ Otley Road

12. Beckwith Road/ Otley Road

13. Pannal Ash Road / Otley Road

14. Otley Road/ Cold Bath Road

15. A61/ Otley Road

16. A61/ Hookstone Road

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6.2 Further traffic data is needed before a full judgement can be made of the likely level of impact, due to the specific developments and the cumulative effects of the overall local plan strategies in order to confirm if, and what, mitigation measures may be needed.

6.3 However, an assessment of the impacts of the proposed local plan allocation sites has been undertaken by Jacobs on behalf of Harrogate Borough Council using the Harrogate District Transport Model and further consideration is given to the model outputs below.

6.4 Initial assessments of the impacts of the proposed allocations were carried out in October 2016 using the Harrogate District Transport Model with further testing carried out in January 2018 to consider a number of additional development sites.

6.5 The model area covers the local network adjacent the H51 and H70 sites, including the Whinney Lane, Lady Lane, Beckwith Road, Beckwith Head Road and Pannal Ash Road links.

6.6 In each of the modelled scenarios considered in 2016 the Harrogate Transport Model identified a number of the junctions at paragraph 6.1 above as being impacted as a result of the allocated sites. Further testing has also been carried out in January 2018, with additional development sites, and this has confirmed the impacts on the adjacent network identified in the 2016 assessments.

6.7 Whilst the modelling carried out by Jacobs identifies impacts at a number of junctions on the surrounding network it has also identified potential mitigation schemes in order to offset the impacts of the allocated sites. Additionally, junction improvements have been identified in the Infrastructure Delivery Plan in order to accommodate the draft site allocations.

6.8 It is therefore considered that further detailed assessment would be required in order to identify the impact of the proposed allocation on the wider network, however the proposed mitigation identified in the Harrogate Transport Model reports, and other potential improvements on the local network that are identified in the Infrastructure Delivery Plan or currently seeking alternative funding, would help to mitigate any impacts as a result of the H51 and H70 allocations.

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Conclusion

6.9 The impact of the proposed allocation on the surrounding road network has been identified, but at this stage further detailed traffic modelling would be required to identify whether mitigation works will be needed and the type of improvements necessary. However, mitigation measures to accommodate the proposed site allocations have been identified by modelling undertaken by Harrogate Borough Council and a number of other highway schemes that would improve the operation of the surrounding network are also currently seeking funding.

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7 SUMMARY

7.1 WYG have been appointed to assess the transport implications of a mixed use allocation of sites H51 and H70, including up to 960 homes, on land to the east of Lady Lane and east of Whinney Lane in Harrogate with particular consideration given to access, potential impacts on local roads and the accessibility of the site.

7.2 The proposals include the provision of a new site access junction onto Whinney Lane via a 4 arm roundabout in order to serve the majority of the allocation. The proposed roundabout both provides both the entrance feature to the site, with the opportunity to create a strong sense of place, and provides a natural end to the more urban form of the improved Whinney Lane.

7.3 A separate access would also be provided to serve the proposed employment uses via Beckwith Head Road as well as a bus only link between the residential and employment areas in order to accommodate bus services through the site and to limit the impact of peak hour traffic and HGV’s on the residential roads within and to the east of the site. The proposed access arrangements are considered satisfactory to serve the allocation.

7.4 H51 and H70 sites are in a sustainable location, accessible on foot or by bike to a range of local facilities across the local and wider Harrogate area via the existing and proposed footway network. A Movement Strategy has been developed to identify key routes for pedestrian and cyclists to access local facilities including Harrogate Town Centre and Hornbeam Park railway station. .

7.5 Current bus services operate in the vicinity of the site, however existing stops are not located within an appropriate walk distance from the whole of the allocation site. It is therefore an extension of the existing 6/X6 services would be required in order to provide a high quality sustainable service that is accessible from the whole of the allocation site, serving both the residential and employment uses. A route through H51 from Whinney Lane to Beckwith Head Road has been devised so that both H51 and H70 are within a reasonable walking distance of the diverted service.

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7.6 A trip generation and distribution exercise has been carried out for the proposed residential and employment uses on the allocation sites using previously approved trip rates and distributions where possible.

7.7 The impact of the proposed allocation on the surrounding road network has been identified, but at this stage further detailed traffic modelling would be required to identify whether mitigation works will be needed.

7.8 However, mitigation measures to accommodate the proposed site allocations have been identified by modelling undertaken by Harrogate Borough Council and a number of other highway schemes that would improve the operation of the surrounding network are also currently seeking funding. It is therefore considered that the impacts as a result of allocations H51 and H70 could satisfactorily be accommodated on the surrounding highway network, subject to appropriate mitigation.

7.9 The site is in a sustainable location, provides access for all modes, including public transport, and development can be accommodated on the highway network subject to the appropriate mitigation and there are therefore no outstanding highways or transportation reasons why the sites should not be allocated.

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APPENDIX A – FIGURES/ DRAWINGS

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N l

Site H51

Site H70

Whinney Lane, Harrogate Figure 1

Site Location Plan N l

É¾ 4 4 4 ^ 9 r 9 r ! 4 U" 4 U"

9 r ®

Site Facilities 4 Further Education ® Post Office Walk Catchment Areas 4 Nursery ! Employment Areas ^ Minor Retail (Foodstores) 1.15km 4 Primary Schools 9 1.95km r Sports and Leisure Pubs and Restaurants 4 Secondary Schools U" Bus Stops É¾ Dentists

Whinney Lane, Harrogate Figure 2

Walking Catchment N 67 l 67 Nidderdale Greenway

636

Hornbeam Park 67 Station (!

Legend (! Site Centre © Crown copyright and database rights [2016] Cycling Catchment Areas Ordnance Survey 0100031673 4.3km 7.25km Sustrans Cycle Routes Off Road On Road

Whinney Lane, Harrogate Figure 3

Cycle Catchment A61

Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High K K School

J J K A6040 York Place

K K K B6162 J Harrogate G,M G,M Grammar School F J

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School G,M Beckwith Road F Pannal Ash Road A61

J,M J,M

G,M

K G,M E,K,M Rosett School J,M K

A,B,C,D,E,I,K,M K Development Site K,M E Hookstone Road Lady Lane E A,B,C,D,I,M Ashville College Green Lane M E,K Leadhall Lane A,B,C,D,E,G,I,J,K,M Whinney Lane

A,B,C,D,F,I,L Yew Tree Lane A,B,C,D,E,G,I,J,K,M K A,B,C,D,I,M

Development Site Rosett Green Lane M A,B,C,D,F,I,L A,B,C,D,E,G,I,J,K,M A61 Leeds Road

A,B,C,D,F,I,L

A,B,C,D,I,M Church Lane F A,B,C,D,I,M Panal Primary School

F A,B,C,D,I,L

A,B,C,D,I,L Burn Bridge Road

Hilltop Lane A,B,C,D,I

Plumpton Retail Park A,B,C,D,I,L

A61 Harrogate Road Hill Foot Lane A,B,C,D,I,L A,B,C,D,I,L Burn Bridge Road

A,B,C,D,I,L

A,L A658 B, D C,E,I,L

C,I,L

B, D

A,L

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 4 Census 2011 Journey to Work (JTW) Traffic Routing A61

Harrogate Retail Park

Asda Harrogate Superstore

Cold Bath Road

Harrogate High School 13% 13%

11% 11% 0% 13% A6040 York Place 0% 0% 0% 13% 13% 13% Harrogate B6162 11% 5% 5% Grammar School 7% 11%

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School 5%

7% Pannal Ash Road A61 Beckwith Road

13% 13%

25% 5% 35% 13% Rosett School 25%

51% 25% Hookstone Road 27% 8% Lady Lane 8% Green Lane 24% Ashville 2% 33% Whinney Lane College 57% Leadhall Lane 0% 26% 57% Yew Tree Lane 12% 33% 0% 24%

2% Development Site Rosett Green Lane 26% 5% 12% A61 Leeds Road 5%

24% Panal Primary Church Lane School 7% 24%

7% 24% 0%

Burn Bridge Road 24% 0%

Hilltop Lane 22% Plumpton Retail Park 24%

A61 Harrogate Road Hill Foot Lane 22% 24% Burn Bridge Road

46%

29% 6% 11% A658

11%

29%

A658 A61 Swindon Lane

Whinney Lane, Harrogate Figure 5 Census 2011 Journey to Work (JTW) Distribution AM Peak A61 Arrivals 102 Departures 269 Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

34 13

11 30 0 34 A6040 York Place

0 0 0 34 34 13 Harrogate B6162 11 5 5 Grammar School 7 30

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School 13 Beckwith Road 20 Pannal Ash Road A61

35 13

26 13 93 35 68 Rosett School 137 68 Development Site 28 20 Hookstone Road Lady Lane 8 Whinney Lane 24 Ashville Green Lane College 5 89 Leadhall Lane 153 0 58 Yew Tree Lane 70 12 34 0 64

Development Site Rosett Green Lane 2 26 5 32 A61 Leeds Road

24 Church Lane Panal Primary 7 64 School

20 64 0

24 Burn Bridge Road 0

Plumpton Retail Park Hilltop Lane 60

64 A61 Harrogate Road

Hill Foot Lane 23 24 Burn Bridge Road

124

78 17 29 A658

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 6 AM Peak JTW Development Generated Trips PM Peak A61 Arrivals 250 Departures 122 Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

16 32

28 14 0 16 A6040 York Place

0 0 0 16 16 32 B6162 28 Harrogate 12 12 Grammar School 18 14

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School 6 Beckwith Road 9 Pannal Ash Road A61

16 32

64 6 42 16 31 Rosett School Development Site 62 31 68 9 Hookstone Road Lady Lane 19 60 Ashville Green Lane College 2 40 Leadhall Lane 70 Whinney Lane 0 143 Yew Tree Lane 32 30 83 0 29

Development Site Rosett Green Lane 4 65 13 15 A61 Leeds Road

60 Church Lane 18 29 Panal Primary School

9 29 0

60 Burn Bridge Road 0

Hilltop Lane 27

Plumpton Retail Park 29

A61 Harrogate Road Hill Foot Lane 55 60 Burn Bridge Road

115

35 8 13 A658

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 7 PM Peak JTW Development Generated Trips A61

Harrogate Retail Park

Asda Harrogate Superstore

Cold Bath Road

Harrogate High School

10% 10% A6040 York Place 10% 10% 10%

10% Harrogate B6162 Grammar School 10%

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School A61 Beckwith Road Pannal Ash Road

80% 80%

20% 80% Rosett School Development Site 20% Hookstone Road Whinney Lane 20% Lady Lane Ashville Green Lane College 10% 83% Leadhall Lane

83% Yew Tree Lane 17%

Development Site Rosett Green Lane 10% 17% A61 Leeds Road

Church Lane

Panal Primary School

Burn Bridge Road

Hilltop Lane

Plumpton Retail Park

A61 Harrogate Road Hill Foot Lane

Burn Bridge Road

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 8 Education Trips Distribution AM Peak A61 Arrivals 51 Departures 134 Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

13 13 A6040 York Place

13 5 5

B6162 5 Harrogate Grammar School 13

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School

Beckwith Road Pannal Ash Road A61

108 41

27 108 Rosett School 27 Development Site 10 Hookstone Road Lady Lane Ashville Green Lane College 27 Leadhall Lane 112 Whinney Lane

42 Yew Tree Lane 9

Development Site Rosett Green Lane 10 23 A61 Leeds Road

Church Lane Panal Primary School

Burn Bridge Road

Hilltop Lane Plumpton Retail Park

A61 Harrogate Road Hill Foot Lane

Burn Bridge Road

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 9 Education AM Peak Development Generated Trips A61

Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

40% 40% 30% 30% A6040 York Place

30% 30% 30%

70% Harrogate 10% 10% B6162 Grammar School 70%

Rosett Acre B6162 Otley Road Harlow Hilltop Primary School Pre-School 10% A61 Pannal Ash Road Beckwith Road

70% 70%

10%

10% 70% Rosett School Development Site 10% Hookstone Road

Lady Lane Ashville 10% Green Lane College Whinney Lane 75% Leadhall Lane

75% Yew Tree Lane 8% 15% 10%

Development Site Rosett Green Lane 8% 2% 15% A61 Leeds Road

10% Church Lane 10% Panal Primary School 10%

Burn Bridge Road 10%

Plumpton Retail Park Hilltop Lane 10%

10% A61 Harrogate Road

Hill Foot Lane 10% 10% Burn Bridge Road

20%

20% A658

20%

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 10 Other Journey Purpose Distribution PM Peak A61 Arrivals 125 Departures 61 Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

18 18 A6040 York Place

18 38 38

B6162 88 Harrogate 13 13 Grammar School 43

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School 6 Beckwith Road Pannal Ash Road A61

43 88

6 43 Rosett School

Development Site Hookstone Road Lady Lane 13 Ashville Green Lane College Leadhall Lane 46 Whinney Lane

94 Yew Tree Lane 5 19 6

Development Site Rosett Green Lane 10 3 9 A61 Leeds Road

13 Church Lane 6 Panal Primary School 6

13 Burn Bridge Road

Hilltop Lane 6 Plumpton Retail Park

6 A61 Harrogate Road

Hill Foot Lane 13 13 Burn Bridge Road

A658 12

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 11 Other Trips PM Peak Development Generated Trips AM Peak A61 Arrivals 153 Departures 403 Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

34 13

11 30 13 48 A6040 York Place

13 5 5 34 34 13 B6162 16 Harrogate 5 5 Grammar School 7 44

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School 13 Beckwith Road 20 Pannal Ash Road A61

142 54

26 13 120 142 Rosett School 68

164 68 38 20 Hookstone Road 8 Lady Lane Development Site 24 Ashville Green Lane College 32 89 Leadhall Lane 265 Whinney Lane 0 100 Yew Tree Lane 70 21 34 0 64

Development Site Rosett Green Lane 12 26 5 55 A61 Leeds Road

24 Church Lane 7 64 Panal Primary School

20 64 0

24 Burn Bridge Road 0

Plumpton Retail Park Hilltop Lane 60

64 A61 Harrogate Road

Hill Foot Lane 23 24 Burn Bridge Road

124

78 A658 17 29

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 12 Total AM Peak Residential Development Trips AM Peak A61 Arrivals 375 Departures 183 Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

16 32

28 14 18 34 A6040 York Place

18 38 38 16 16 32 B6162 116 Harrogate 24 24 Grammar School 18 56

B6162 Otley Road Harlow Hilltop Rosett Acre Pre-School Primary School 12 Beckwith Road 9 Pannal Ash Road A61

59 120

64 12 42 59 Rosett School 31

69 31 68 9 Hookstone Road Lady Lane 19 72 Ashville Green Lane College 2 40 Leadhall Lane 116 Whinney Lane 0 236 Yew Tree Lane 37 49 83 0 35

Development Site Rosett Green Lane 4 75 15 24 A61 Leeds Road

72 Church Lane 18 35 Panal Primary School

9 35 0

72 Burn Bridge Road 0

Hilltop Lane 33 Plumpton Retail Park

35 A61 Harrogate Road

Hill Foot Lane 68 72 Burn Bridge Road

140

35 A658 8 25

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 13 Total PM Peak Residential Development Trips A61

Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

5% 5% 15% 15% A6040 York Place

24% 15% 15%

29% Harrogate 11% B6162 Grammar School 28%

Rosett Acre B6162 Otley Road Harlow Hilltop 40% Primary School Pre-School 11% A61 28% 40% Pannal Ash Road Beckwith Road

68%

68% Rosett School 32% 32% Development Site Hookstone Road

Lady Lane Ashville Green Lane College Whinney Lane Leadhall Lane

Yew Tree Lane

Development Site Rosett Green Lane A61 Leeds Road

32% Church Lane Panal Primary School

Burn Bridge Road

32%

Plumpton Retail Park Hilltop Lane

32% A61 Harrogate Road

Hill Foot Lane 32% Burn Bridge Road

32%

31% 1% 1% A658

31%

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 14 Employment Distribution A61 Arrivals 491 Departures 37

Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

25 2 5.6 5.6 A6040 York Place

9 74 74

11 Harrogate 4 B6162 Grammar School 137

Rosett Acre B6162 Otley Road Harlow Hilltop 196 Primary School Pre-School 54 A61 10 14.934 Pannal Ash Road Beckwith Road

334

25 Rosett School 157 12 Development Site Hookstone Road

Lady Lane Ashville Green Lane College Whinney Lane Leadhall Lane

Yew Tree Lane

Development Site Rosett Green Lane A61 Leeds Road

12 Church Lane Panal Primary School

Burn Bridge Road

157

Plumpton Retail Park Hilltop Lane

12 A61 Harrogate Road

Hill Foot Lane 157 Burn Bridge Road

157

12 0 0 A658

152

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 15 AM Employment Generated Trips A61 Arrivals 45 Departures 504

Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School

2 25 76 76 A6040 York Place

121 7 7

146 Harrogate 55 B6162 Grammar School 13

Rosett Acre B6162 Otley Road Harlow Hilltop 18 Primary School Pre-School 5 A61 141 202 Pannal Ash Road Beckwith Road

343 Rosett School 15 161 Development Site Hookstone Road

Lady Lane Ashville Green Lane College Whinney Lane Leadhall Lane

Yew Tree Lane

Development Site Rosett Green Lane A61 Leeds Road

161 Church Lane Panal Primary School

Burn Bridge Road

Plumpton Retail Park Hilltop Lane

161 A61 Harrogate Road

Hill Foot Lane 15 Burn Bridge Road

161

156 3 3 A658

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 16 PM Employment Generated Trips A61 Arrivals Departures

Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School 34 13

36 32 19 53 A6040 York Place

22 79 79 34 34 13 11 16 Harrogate 5 9 B6162 Grammar School 145 44

Rosett Acre B6162 Otley Road Harlow Hilltop 196 Primary School 67 Pre-School A61 10 35 Pannal Ash Road Beckwith Road

142 54

334 5

26 13 142 68 25 Rosett School 157 12 Development Site 164 68 Hookstone Road 20 Lady Lane 8 24 Ashville Green Lane College Whinney Lane 32 89 265 Leadhall Lane

100 Yew Tree Lane 70 21 34 64

Development Site Rosett Green Lane 12 26 5 55 A61 Leeds Road

24 12 Church Lane 7 64 Panal Primary School 20 64

Burn Bridge Road 24 157

Plumpton Retail Park Hilltop Lane 60

76 A61 Harrogate Road

Hill Foot Lane 23 181 Burn Bridge Road

136

204

89 17 29 A658

182

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 17 AM Total Residential + Employment Generated Trips A61 Arrivals Departures

Harrogate Retail Park

Asda Harrogate Superstore Cold Bath Road

Harrogate High School 16 32

30 39 94 109 A6040 York Place

139 44 44 16 16 32 146 116 Harrogate 24 80 B6162 Grammar School 31 56

Rosett Acre B6162 Otley Road Harlow Hilltop 18 Primary School 17 Pre-School A61 141 211 Pannal Ash Road Beckwith Road

59 120

31 24

64 12 59 31 343 Rosett School 15 161 Development Site 69 31 Hookstone Road 9 Lady Lane 19 72 Ashville Green Lane College Whinney Lane 2 40 116 Leadhall Lane

236 Yew Tree Lane 37 49 83 35

Development Site Rosett Green Lane 4 75 15 24 A61 Leeds Road

72 161 Church Lane 18 35 Panal Primary School 9 35

Burn Bridge Road 72 15

Plumpton Retail Park Hilltop Lane 33

197 A61 Harrogate Road

Hill Foot Lane 68 87 Burn Bridge Road

230

155

192 10 28 A658

A658

A61 Swindon Lane

Whinney Lane, Harrogate Figure 18 PM Total Residential + Employment Generated Trips To Harrogate Town Centre Rossett Primary School

Bus Route To Link To Bluecoats Development site

Investigate Providing Ped/ Cycle Crossing Facilities At RB Rossett Secondary School

Bus/ Pedestrian and Cycle Access only To Hornbeam Park Rail Potential Bus, Ped & Station Cycle Link To Beckwith Head Road via Employment Area Subject to Landowner Agreement

Cycle Access via Cycle Tracks Act 1984/ or Landowner Agreement

Ashville College

A081951-3 H51 & H70 WHINEY LANE MOVEMENT STRATEGY

WYG March 2018 Potential Route of X6 Diversion (Harrogate - Blue Coates Development)

Harrogate Ringway

Cycle Access via Cycle Tracks Act/ or Landowner Agreement

Key X6 Bus Route (Including Diversion) Potential Bus Stop Locations Potential Bus Route (Through Site) Potential Cycle Connections Potential Ped Connections

To Hornbeam Park Rail Station

Ped/ Cycle Access subject to Landowner Agreement

FIGURE 19 A081951-3 H51 & H70 WHINNEY LANE MOVEMENT STRATEGY

WYG March 2018 N

Harrogate Town Centre

Harrogate Rail Station

Potential To Provide Signalised Ped/ Cycle Crossing On Otley Rd Harrogate Grammar School

Bluecoats 450 homes Hornbeam Park + primary school and Rail Station local centre Bus Rossett Route in Primary Employment Site not School Land known Rossett Secondary School

Ashville College

Cycle Route To Link To Proposed Route on Beckwith Head Road

Potential Route of X6 Diversion (Harrogate - Blue Coates Development)

Cycle Route Through Yew Connection to Tree Lane Development Harrogate Ringway (using proposed Emergency Vehicle Access)

Pannal Rail Station

Key Development Sites Employment Site Site Access Roundabout X6 Bus Route (Including Diversion) Potential Bus Stop Locations Potential Bus Route (Through Site) Existing Cycle Connections Potential Cycle Connections Potential Ped/ Cycle Crossing Facilities

FIGURE 20 DO NOT SCALE: CONTRACTOR TO CHECK ALL DIMENSIONS AND REPORT ANY OMISSIONS OR ERRORS

NOTE:

Whinney Lane 1. THIS DRAWING DEPICTS AN ILLUSTRATIVE DESIGN, THE FINAL DETAILED DESIGN WILL BE SUBJECT TO THE APPROVAL OF THE HIGHWAY AUTHORITY AS PART OF THE HIGHWAYS ACT SECTION 278 PROCESS DETAILS NOT SHOWN ON THIS DRAWING THAT IT IS ASSUMED WILL BE DEVELOPED AS PART THE FUTURE SECTION 278 INCLUDE: x VERTICAL ALIGNMENT x DRAINAGE AND DUCTING; x MEASURES TO PROTECT STATUTORY UTILITY APPARATUS; x LIGHTING AND ELECTRICAL WORKS; x EXTENTS OF SURFACING WORKS; x DROP KERBS AND TACTILE PAVING x MATERIALS INCLUDING LANDSCAPING; x EARTHWORKS; x HIGHWAY BOUNDARY TREATMENTS.

2. JUNCTION SUBJECT TO DETAILED OPERATIONAL MODELLING

KEY

NEW KERB

NEW PIN KERB

TO TIE INTO 120m STOPPING SIGHT DISTANCE (SSD)

EXISTING FOOTWAY FASTEST PATH

Castle Hill Drive 2.4m x 43m VISIBILITY SPLAY

EXISTING CARRIAGEWAY

NEW CARRIAGEWAY

NEW 2m FOOTWAY

NEW VERGE

2.4m x 43m Visibility Splay TO TIE INTO EXISTING FOOTWAY

BOUNDARY ASSUMED TO BE CENTRE OF HEDGEROW AS TOPOGRAPHICAL SURVEY LACKING DATA

R6.0m

2.0m 6.5m Carriageway R6.0m 5.5m

2.0m

Whinney Lane

2.4m x 43m Visibility Splay

6.5m Carriageway

HALF WIDTH BUS LAYBY

Whinney Lane

REV DESCRIPTION BY CHK APP DATE Client: BANKS GROUP

2 St. JAMES GATE TO TIE INTO EXISTING FOOTWAY NEWCASTLE UPON TYNE TYNE & WEAR NE1 4AD

TEL: +44 (0)191 255 7300 FAX: +44 (0)191 255 7301 e-mail: [email protected]

Project: WHINNEY LANE, HARROGATE, NORTH YORKSHIRE

Drawing Title: WHINNEY LANE SITE ACCESS ARRANGEMENT 32m DIAMETER COMPACT 4-ARM ROUNDABOUT

Scale @ A1 Drawn Date Checked Date Approved Date 1:500 IW 06.03.18 RR 06.03.18 NB 06.03.18 Project No. Office Type Drawing No. Revision

Whinney Lane A081951-3 91 18 C005 -

C WYG Group Ltd.

WYG Transport

APPENDIX B - TRICS DATA

WYG Transport Planning part of the WYG Group creative minds safe hands

Calculation Reference: AUDIT-705101-170919-0913 TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 1 days HC HAMPSHIRE 1 days SC SURREY 1 days WS WEST SUSSEX 3 days 03 SOUTH WEST DV DEVON 3 days SM SOMERSET 1 days 04 EAST ANGLIA NF NORFOLK 1 days 06 WEST MIDLANDS SH SHROPSHIRE 2 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NE NORTH EAST LINCOLNSHIRE 1 days NY NORTH YORKSHIRE 3 days SY SOUTH YORKSHIRE 1 days 09 NORTH CB CUMBRIA 1 days DH DURHAM 1 days 11 SCOTLAND FA FALKIRK 2 days HI HIGHLAND 1 days PK PERTH & KINROSS 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 2 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

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: 33 to 805 (units: ) Range Selected by User: 30 to 805 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/09 to 28/03/17

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 4 days Tuesday 3 days Wednesday 6 days Thursday 7 days Friday 4 days

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

Selected survey types: Manual count 24 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) 15 Edge of Town 9

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 20 No Sub Category 4

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 24 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®. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 3 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

Secondary Filtering selection (Cont.):

Population within 1 mile: 1,001 to 5,000 3 days 5,001 to 10,000 7 days 10,001 to 15,000 5 days 15,001 to 20,000 4 days 20,001 to 25,000 4 days 25,001 to 50,000 1 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 5,001 to 25,000 3 days 25,001 to 50,000 4 days 50,001 to 75,000 3 days 75,001 to 100,000 8 days 100,001 to 125,000 2 days 125,001 to 250,000 3 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: 0.6 to 1.0 5 days 1.1 to 1.5 19 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 5 days No 19 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 24 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 4 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

LIST OF SITES relevant to selection parameters

1 CB-03-A-04 SEMI DETACHED CUMBRIA MOORCLOSE ROAD SALTERBACK WORKINGTON Edge of Town No Sub Category Total Number of dwellings: 8 2 Survey date: FRIDAY 24/04/09 Survey Type: MANUAL 2 DH-03-A-01 SEMI DETACHED DURHAM GREENFIELDS ROAD

BISHOP AUCKLAND Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 0 Survey date: TUESDAY 28/03/17 Survey Type: MANUAL 3 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 4 DV-03-A-02 HOUSES & BUNGALOWS DEVON MILLHEAD ROAD

HONITON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 1 6 Survey date: FRIDAY 25/09/15 Survey Type: MANUAL 5 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 6 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX SOUTH COAST ROAD

PEACEHAVEN Edge of Town Residential Zone Total Number of dwellings: 3 7 Survey date: FRIDAY 18/11/11 Survey Type: MANUAL 7 FA-03-A-01 SEMI-DETACHED/TERRACED FALKIRK MANDELA AVENUE

FALKIRK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 7 Survey date: THURSDAY 30/05/13 Survey Type: MANUAL TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 5 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

LIST OF SITES relevant to selection parameters (Cont.)

8 FA-03-A-02 MIXED HOUSES FALKIRK ROSEBANK AVENUE & SPRINGFIELD DRIVE

FALKIRK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 6 1 Survey date: WEDNESDAY 29/05/13 Survey Type: MANUAL 9 HC-03-A-18 HOUSES & FLATS HAMPSHIRE CANADA WAY

LIPHOOK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 6 2 Survey date: TUESDAY 29/11/16 Survey Type: MANUAL 10 HI-03-A-14 SEMI-DETACHED & TERRACED HIGHLAND KING BRUDE ROAD SCORGUIE INVERNESS Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 0 Survey date: WEDNESDAY 23/03/16 Survey Type: MANUAL 11 NE-03-A-02 SEMI DETACHED & DETACHED NORTH EAST LINCOLNSHIRE HANOVER WALK

SCUNTHORPE Edge of Town No Sub Category Total Number of dwellings: 4 3 2 Survey date: MONDAY 12/05/14 Survey Type: MANUAL 12 NF-03-A-02 HOUSES & FLATS NORFOLK DEREHAM ROAD

NORWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 9 8 Survey date: MONDAY 22/10/12 Survey Type: MANUAL 13 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE HORSEFAIR

BOROUGHBRIDGE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 1 5 Survey date: FRIDAY 14/10/11 Survey Type: MANUAL 14 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 TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 6 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

LIST OF SITES relevant to selection parameters (Cont.)

15 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE BOROUGHBRIDGE ROAD

RIPON Edge of Town No Sub Category Total Number of dwellings: 7 1 Survey date: TUESDAY 17/09/13 Survey Type: MANUAL 16 PK-03-A-01 DETAC. & BUNGALOWS PERTH & KINROSS TULLYLUMB TERRACE GORNHILL PERTH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 6 Survey date: WEDNESDAY 11/05/11 Survey Type: MANUAL 17 SC-03-A-04 DETACHED & TERRACED SURREY HIGH ROAD

BYFLEET Edge of Town Residential Zone Total Number of dwellings: 7 1 Survey date: THURSDAY 23/01/14 Survey Type: MANUAL 18 SH-03-A-04 TERRACED SHROPSHIRE ST MICHAEL'S STREET

SHREWSBURY Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 1 0 8 Survey date: THURSDAY 11/06/09 Survey Type: MANUAL 19 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE SANDCROFT SUTTON HILL TELFORD Edge of Town Residential Zone Total Number of dwellings: 5 4 Survey date: THURSDAY 24/10/13 Survey Type: MANUAL 20 SM-03-A-01 DETACHED & SEMI SOMERSET WEMBDON ROAD NORTHFIELD BRIDGWATER Edge of Town Residential Zone Total Number of dwellings: 3 3 Survey date: THURSDAY 24/09/15 Survey Type: MANUAL 21 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE A19 BENTLEY ROAD BENTLEY RISE DONCASTER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 4 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 7 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

LIST OF SITES relevant to selection parameters (Cont.)

22 WS-03-A-04 MIXED HOUSES WEST SUSSEX HILLS FARM LANE BROADBRIDGE HEATH HORSHAM Edge of Town Residential Zone Total Number of dwellings: 1 5 1 Survey date: THURSDAY 11/12/14 Survey Type: MANUAL 23 WS-03-A-05 TERRACED & FLATS WEST SUSSEX UPPER SHOREHAM ROAD

SHOREHAM BY SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 8 Survey date: WEDNESDAY 18/04/12 Survey Type: MANUAL 24 WS-03-A-06 MIXED HOUSES WEST SUSSEX ELLIS ROAD S BROADBRIDGE HEATH WEST HORSHAM Edge of Town Residential Zone Total Number of dwellings: 8 0 5 Survey date: THURSDAY 02/03/17 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. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 8 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL 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 24 118 0.072 24 118 0.295 24 118 0.367 08:00 - 09:00 24 118 0.138 24 118 0.386 24 118 0.524 09:00 - 10:00 24 118 0.151 24 118 0.167 24 118 0.318 10:00 - 11:00 24 118 0.126 24 118 0.156 24 118 0.282 11:00 - 12:00 24 118 0.137 24 118 0.149 24 118 0.286 12:00 - 13:00 24 118 0.154 24 118 0.152 24 118 0.306 13:00 - 14:00 24 118 0.156 24 118 0.162 24 118 0.318 14:00 - 15:00 24 118 0.147 24 118 0.181 24 118 0.328 15:00 - 16:00 24 118 0.243 24 118 0.163 24 118 0.406 16:00 - 17:00 24 118 0.273 24 118 0.165 24 118 0.438 17:00 - 18:00 24 118 0.334 24 118 0.170 24 118 0.504 18:00 - 19:00 24 118 0.274 24 118 0.167 24 118 0.441 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.205 2.313 4.518

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.

Parameter summary

Trip rate parameter range selected: 33 - 805 (units: ) Survey date date range: 01/01/09 - 28/03/17 Number of weekdays (Monday-Friday): 24 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

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. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 12 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL CYCLISTS 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 24 118 0.004 24 118 0.010 24 118 0.014 08:00 - 09:00 24 118 0.001 24 118 0.012 24 118 0.013 09:00 - 10:00 24 118 0.001 24 118 0.005 24 118 0.006 10:00 - 11:00 24 118 0.002 24 118 0.004 24 118 0.006 11:00 - 12:00 24 118 0.002 24 118 0.002 24 118 0.004 12:00 - 13:00 24 118 0.003 24 118 0.005 24 118 0.008 13:00 - 14:00 24 118 0.004 24 118 0.004 24 118 0.008 14:00 - 15:00 24 118 0.003 24 118 0.003 24 118 0.006 15:00 - 16:00 24 118 0.008 24 118 0.004 24 118 0.012 16:00 - 17:00 24 118 0.010 24 118 0.007 24 118 0.017 17:00 - 18:00 24 118 0.017 24 118 0.009 24 118 0.026 18:00 - 19:00 24 118 0.007 24 118 0.005 24 118 0.012 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.062 0.070 0.132

Parameter summary

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. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 16 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL VEHICLE OCCUPANTS 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 24 118 0.090 24 118 0.360 24 118 0.450 08:00 - 09:00 24 118 0.160 24 118 0.563 24 118 0.723 09:00 - 10:00 24 118 0.173 24 118 0.210 24 118 0.383 10:00 - 11:00 24 118 0.149 24 118 0.191 24 118 0.340 11:00 - 12:00 24 118 0.165 24 118 0.188 24 118 0.353 12:00 - 13:00 24 118 0.189 24 118 0.188 24 118 0.377 13:00 - 14:00 24 118 0.198 24 118 0.205 24 118 0.403 14:00 - 15:00 24 118 0.183 24 118 0.233 24 118 0.416 15:00 - 16:00 24 118 0.379 24 118 0.200 24 118 0.579 16:00 - 17:00 24 118 0.378 24 118 0.218 24 118 0.596 17:00 - 18:00 24 118 0.434 24 118 0.225 24 118 0.659 18:00 - 19:00 24 118 0.337 24 118 0.224 24 118 0.561 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.835 3.005 5.840

Parameter summary

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. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 20 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL PEDESTRIANS 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 24 118 0.022 24 118 0.047 24 118 0.069 08:00 - 09:00 24 118 0.032 24 118 0.149 24 118 0.181 09:00 - 10:00 24 118 0.048 24 118 0.054 24 118 0.102 10:00 - 11:00 24 118 0.044 24 118 0.047 24 118 0.091 11:00 - 12:00 24 118 0.034 24 118 0.031 24 118 0.065 12:00 - 13:00 24 118 0.040 24 118 0.034 24 118 0.074 13:00 - 14:00 24 118 0.035 24 118 0.042 24 118 0.077 14:00 - 15:00 24 118 0.044 24 118 0.054 24 118 0.098 15:00 - 16:00 24 118 0.133 24 118 0.063 24 118 0.196 16:00 - 17:00 24 118 0.091 24 118 0.050 24 118 0.141 17:00 - 18:00 24 118 0.079 24 118 0.045 24 118 0.124 18:00 - 19:00 24 118 0.052 24 118 0.037 24 118 0.089 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.654 0.653 1.307

Parameter summary

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. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 24 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL PUBLIC TRANSPORT USERS 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 24 118 0.001 24 118 0.014 24 118 0.015 08:00 - 09:00 24 118 0.001 24 118 0.012 24 118 0.013 09:00 - 10:00 24 118 0.001 24 118 0.007 24 118 0.008 10:00 - 11:00 24 118 0.002 24 118 0.004 24 118 0.006 11:00 - 12:00 24 118 0.003 24 118 0.004 24 118 0.007 12:00 - 13:00 24 118 0.003 24 118 0.005 24 118 0.008 13:00 - 14:00 24 118 0.005 24 118 0.002 24 118 0.007 14:00 - 15:00 24 118 0.005 24 118 0.004 24 118 0.009 15:00 - 16:00 24 118 0.010 24 118 0.005 24 118 0.015 16:00 - 17:00 24 118 0.009 24 118 0.005 24 118 0.014 17:00 - 18:00 24 118 0.014 24 118 0.002 24 118 0.016 18:00 - 19:00 24 118 0.011 24 118 0.001 24 118 0.012 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.065 0.065 0.130

Parameter summary

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. TRICS 7.4.2 290817 B17.57 (C) 2017 TRICS Consortium Ltd Tuesday 19/09/17 Page 28 WYG Transport Planning Arndale Court LEEDS Licence No: 705101

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 24 118 0.116 24 118 0.431 24 118 0.547 08:00 - 09:00 24 118 0.195 24 118 0.737 24 118 0.932 09:00 - 10:00 24 118 0.223 24 118 0.276 24 118 0.499 10:00 - 11:00 24 118 0.198 24 118 0.246 24 118 0.444 11:00 - 12:00 24 118 0.205 24 118 0.225 24 118 0.430 12:00 - 13:00 24 118 0.235 24 118 0.232 24 118 0.467 13:00 - 14:00 24 118 0.241 24 118 0.253 24 118 0.494 14:00 - 15:00 24 118 0.235 24 118 0.294 24 118 0.529 15:00 - 16:00 24 118 0.531 24 118 0.272 24 118 0.803 16:00 - 17:00 24 118 0.488 24 118 0.280 24 118 0.768 17:00 - 18:00 24 118 0.543 24 118 0.280 24 118 0.823 18:00 - 19:00 24 118 0.407 24 118 0.266 24 118 0.673 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 3.617 3.792 7.409

Parameter summary