Document Promotes a Transport Hierarchy, That Sites Are Arranged to Give Priority to Sustainable Transport and Finally by Private Motor Vehicle

Transport Statement

Proposed Extra Care Home

Dan -Y-Mynydd, Porth

PREPARED BY: FOR: DATE: REFERENCE: Jubb Consulting Engineers Ltd. Linc Cymru Housing Association July 2021 20276-TS-V1

Proposed Extra Care Home Development Bronwydd Avenue, Porth

Contents 1 Project Information ...... 3 1.1 Client Details ...... 3 1.2 Project Details ...... 3 1.3 Report Details ...... 3 1.4 Project Authorisation ...... 3 2 Introduction ...... 4 2.1 Preamble ...... 4 2.2 Development Proposal ...... 4 2.3 The Scope of Transport Statement ...... 5 3 Transport Planning Policy ...... 6 3.1 Introduction ...... 6 3.2 Planning Policy Wales ...... 6 3.3 Future Wales: The National Plan 2040 ...... 7 3.4 One Wales: Connection the Nation ...... 7 3.5 Technical Advice Note (TAN 18) ...... 8 3.6 Active Travel Wales Act ...... 8 3.7 Rhondda Cynon Taf Local Development Plan (LDP), up to 2021, Adopted March 2011...... 8 3.8 South East Wales Valleys Local Transport Plan (2015) ...... 10 3.9 Summary ...... 10 4 Site Location and Accessibility ...... 11 4.1 Introduction ...... 11 4.2 Site Location ...... 11 4.3 Pedestrian Accessibility ...... 12 4.4 Accessibility by Cycle ...... 13 4.5 Public Transport Accessibility – Bus ...... 15 4.6 Public Transport Accessibility – Rail ...... 17 4.7 Travel by Car ...... 18 4.8 Highway Safety ...... 18 4.9 Summary ...... 19 5 Development Proposal ...... 20 5.1 Existing Use ...... 20 5.2 Proposed Development ...... 20 5.3 Vehicle Access and Parking Arrangement ...... 22 6 Forecast Development Traffic Impact ...... 23 6.1 Existing Care Home Traffic Generation ...... 23 6.2 Proposed Development Traffic Generation ...... 23 6.3 Travel Plan Initiatives ...... 24 7 Conclusion ...... 25

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Appendix A Local Cycle Routes ...... 26 Appendix B Proposed Development Layout ...... 27 Appendix C Swept Path Analysis ...... 28 Appendix D TRICS Report ...... 29

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1 Project Information

1.1 Client Details

Client Linc Cymru Housing Association

1.2 Project Details

Project Name Dan Y Mynydd Extra Care

Location Porth

Jubb Project Number 20276

1.3 Report Details

Version V1-B

Status Planning Submission

Date July 2021

1.4 Project Authorisation

ISSUE HISTORY: AUTHORISATION:

Version Date Detail Prepared By Approved By

A April 2021 Issue N.Pryce S.Radford

B July 2021 Masterplan N.Pryce S.Radford

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2 Introduction

2.1 Preamble

2.1.1 Jubb have been commissioned by Linc Homes as Transport Consultant to advise on the transportation and highway issues associated with a proposed extra care facility of 60 bedroom at the site, known as Dan – Y – Mynydd House, accessed off Bronwydd Avenue on the western fringe of Porth Town Centre, in Rhondda Cynon Taf.

2.1.2 The application site occupies an area of approximately 0.43 hectares and encompasses a 2-storey single structure that is currently home to a 30-bedroom Residential Care Home. Hard surfaced parking and manoeuvring areas are also available to the north and west of the building facilitating a total of 20 vehicle spaces.

2.1.3 The site is located in a semi-suburb environment and is bordered by Bronwydd Avenue to the north, a row of terraced properties to the east, a surfaced car park to the south and Bronwydd Park to the west. A site location plan is shown in Figure 2.1 below:

Figure 2.1 Site Location Plan

2.2 Development Proposal

2.2.1 The proposed scheme will see the redevelopment of the existing Dan y Mynydd Care Home and replace it with a quality built and fit for purpose Extra Care facility offering 60 self-contained apartments for the elderly. This is line with the Council’s aspiration in delivering modernised care options for older people in the Borough.

2.2.2 The existing vehicular access to the site is via a bell mouth junction directly off of Bronwydd Avenue. The current service and access arrangement will be retained.

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2.3 The Scope of Transport Statement

2.3.1 A scheme of this nature and scale is not forecast to give rise to any significant traffic flows and the principle of an extra care development in the area has been long established.

2.3.2 In view of this, a Transport Statement (TS) is considered sufficient in support of this particular planning application. Subsequently the following issues have been considered and addressed within the preparation of the TS with details on:

Section 3 Considers the proposal in the context of national, regional, and local policies; Section 4 Reviews the existing local transport infrastructure, including access to key services and facilities, and public transport and cycling provision; Section 5 Outlines the development proposal and its associated parking and access arrangements; Section 6 Quantifies the development traffic generation and assesses its potential impact in comparison with the existing care home; Section 7 Presents the summary and conclusion of the Transport Statement.

2.3.3 The report demonstrates that the proposed extra care home scheme will have a negligible impact on the local highway network with the forecast development traffic generation can be comfortably accommodated within the existing highway As such there are no highway or transport reasons to prevent this scheme from being approved.

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3 Transport Planning Policy

3.1 Introduction

3.1.1 The policy framework surrounding the proposed development forms an integral part of the assessment. Within the context of national, regional, and local policies, the following relevant planning policies have been reviewed:

• Planning Policy Wales 2021; • Future Wales: The National Plan 2040; • One Wales: Connecting the Nation; • Technical Advice Note 18, 2007; • Active Travel (Wales) Act. 2013; • Rhondda Cynon Taf Local Development Plan; • South East Wales Valleys Local Transport Plan (2015)

3.1.2 Current transport policies at national, regional, and local level are built around the central themes of long-term sustainable development, sustained investment in transport and improved accessibility at all levels. It promotes continued economic growth through the provision of an efficient and reliable transport system, a reduction in traffic congestion, improvements in highway safety, and enhancements in accessibility of sustainable modes of travel.

3.2 Planning Policy Wales

3.2.1 Planning Policy Wales (PPW) sets out the land use planning policies of the Welsh Government, with Edition 11 published February 2021. It is supplemented by a series of Technical Advice Notes. Of particular relevance to this project is Technical Advice Note 18 - Transport.

3.2.2 Along with the National Development Framework, published as Future Wales- the National Plan 2040, PPW sets out a strategic planning framework to guide developments across the country. The document promotes a transport hierarchy, that sites are arranged to give priority to sustainable transport and finally by private motor vehicle.

3.2.3 The document states that development plans should foster integrated communities to secure a sustainable settlement pattern which meets the needs of the economy, the environment and health, while respecting local diversity and protecting the character and cultural identity of communities.

3.2.4 Paragraph 4.1.9 states that the Welsh Government is committed to reducing reliance on the private car and supporting a modal shift to walking, cycling and public transport. Delivering this objective will make an important contribution to decarbonisation, improving air quality, increasing physical activity, improving the health of the nation and realising the goals of the Well-being of Future Generations Act.

3.2.5 Development proposals must seek to maximise accessibility by walking, cycling and public transport, by prioritising the provision of appropriate on-site infrastructure and, where necessary, mitigating transport impacts through the provision of off-site measures, such as the development of active travel routes.

3.2.6 It is Welsh Government policy to require the use of a sustainable transport hierarchy in relation to new development, which prioritises walking, cycling and public transport ahead of the private motor vehicles. The transport hierarchy recognises that Ultra Low Emission Vehicles also have an important role to play in the decarbonisation of transport, particularly in rural areas with limited public transport services.

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Figure 3.1 – The sustainable Transport Hierarchy for Planning (Extracted from PPW)

3.2.7 The sustainable transport hierarchy should be used to reduce the need to travel, prevent car-dependant developments in unsustainable locations, and support the delivery of schemes located, designed and supported by infrastructure which prioritises access and movement by active and sustainable transport, there the sustainable transport hierarchy must be a key principal in the preparation of developments plans, including site allocations, and when considering and determining planning applications.

3.3 Future Wales: The National Plan 2040

3.3.1 The national development framework - Future Wales: The National Plan 2040 was published by Welsh Government in February 2021 setting out directions for developments and infrastructure improvements in the nation for the next 20 years.

3.3.2 The document provides a national spatial plan strategy to address key national priorities through the planning system, including sustaining and developing a vibrant economy, achieving decarbonisation and climate-resilience, developing strong eco-systems and improving the health and well-being of the local communities.

3.3.3 Future Wales emphasises that the planning system in Wales should provide quality development in the right places for the right reasons and support a long-term vision to achieve the 11 outcomes identified in the Plan. The identified objectives and policies that are of relevance to the development proposals are summarised below:

▪ “Sustainable transport infrastructure will be embedded within development to enable easy and convenient access from one place to another for commuting, business, tourism and leisure purposes. Development will focus on active travel and public transport, allied with reduced reliance on private vehicles.”

3.4 One Wales: Connection the Nation

3.4.1 The document sets out a long-term transport strategy for the nation with the aim to “promote sustainable transport networks that safeguard the environment while strengthening our economic and social life”; and “achieve a nation with access for all, where travelling between communities and accessing services, jobs and facilities in different parts of Wales is both easy and sustainable, and which will support the growth of our economy”. In support of this, five key strands are identified as follows: 20276-TS-V1 7 Proposed Extra Care Home Development Bronwydd Avenue, Porth

▪ Reducing greenhouse gas emission and other environmental impact ▪ Improving public transport and better integration between modes ▪ Improving links and access between key settlements and sites across wales ▪ Enhancing international connectivity; and ▪ Increase safety and security.

3.5 Technical Advice Note (TAN 18)

3.5.1 Planning Policy Wales supplement: Technical Advice Note 18 Transport is the primary guidance note on matters relating to transport and highways for new development. In its second iteration, the 2007 March revision has taken on board new policy impetus and changes over the past decade reflecting the importance of transport considerations in the planning process.

3.5.2 TAN 18 aims to integrate the land use planning and transport, with regards to reducing both the need to travel and the reliance upon the private car. It provides material advice on:

▪ Integration between Land Use Planning and Transport; ▪ Location of Development; ▪ Parking; ▪ Design of Development; ▪ Walking and Cycling; ▪ Public Transport; ▪ Planning for Transport Infrastructure; ▪ Assessing Impacts and Managing Implementation.

3.6 Active Travel Wales Act

3.6.1 The Active Travel (Wales) Act, passed by Welsh Assembly on 1st October 2013, established a number of duties for Local Highway Authorities that include the production of an Integrated Travel Map to identify the future network and improvements in conjunction with the Local Transport Plan.

3.6.2 The purpose of this Act is to require local authorities to continuously improve facilities and routes for pedestrians and cyclists and to prepare maps identifying current and potential future routes or their use. The Act also requires new road schemes (including road improvement schemes) to consider the needs of pedestrians and cyclists at design stage.

3.6.3 The Act is accompanied by a statutory design guidance document published in December 2014 which provides advice on the planning design construction and maintenance of active travel networks and infrastructure and is to be used at all stages of the process.

3.7 Rhondda Cynon Taf Local Development Plan (LDP), up to 2021, Adopted March 2011

3.7.1 The LDP sets out the vision, objectives, strategy and policies for managing development in the Rhondda Cynon Taf. This document contains a number of local planning policies and makes provision for the use of land for the purposes of housing, employment, retail, recreation, transport, tourism, minerals, waste, and community uses. It also seeks to identify the infrastructure that will be required to meet the growth anticipated in the Rhondda Cynon Taf up to 2021 and provides a monitoring framework for assessing the effectiveness of the Plan.

3.7.2 The LDP outlines its vision which can be defined as “Rhondda Cynon Taf will be a County Borough of Opportunity. That means working together to enable individuals and communities to achieve their full potential, in terms of both their work and social life.”

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3.7.3 “Policy CS8 – Transportation” sets out the delivery of improvements to the strategic highway network and seeks to improve opportunities to travel by walking, cycling and public transport.

3.7.4 “Policy AW 2 – Sustainable Locations” details that development should support the objectives of the plan and that development should only be situated in sustainable locations, sustainable locations are defined as sites that:

“1. Are within the defined settlement boundary or in the Northern Strategy Area, accord with Policy NSA 12;

2. Would not unacceptably conflict with surrounding uses;

3. Have good accessibility by a range of sustainable transport options;

4. Have good access to key services and facilities;

5. Do not permit highly vulnerable development and Emergency Services within Zone C2 floodplain. Within Zone C development will be permitted where it can be justified that: -

a) It is necessary to assist the regeneration of a Principal Town or Key Settlement including the key employment objectives, or where development involves a large brownfield site.

b) he potential consequences of a flooding event have been considered and found to be acceptable in accordance with national guidance and meet the definition of previously developed land.

6. Support the roles and functions of the Principal Towns, Key Settlements and Small Settlements;

7. Support the development of the 8 Strategic Sites;

8. Are well related to existing water, sewerage, waste, electrical, gas and telecommunications infrastructure and improvements to such services will be provided where necessary.

9. Where proposals relate to existing buildings in the countryside, accord with AW 9.”

3.7.5 “Policy AW 5 – New Development” sets out development proposals shall be supported where:

“2) Accessibility

a) The development would be accessible to the local and wider community by a range of sustainable modes of transport;

b) The site layout and mix of uses maximises opportunities to reduce dependence on cars;

c) The development would have safe access to the highway network and would not cause traffic congestion or exacerbate existing traffic congestion;

d) Car parking would be provided in accordance with the Council’s Supplementary Planning Guidance on Delivering Design and Placemaking: Access, Circulation and Parking Requirements.”

3.7.6 “Policy AW 6 – Design and Placemaking” also sets out development proposals shall be supported where:

“11. A high level of connectivity and accessibility to existing centres, by a wide range of modes of sustainable transport”

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3.8 South East Wales Valleys Local Transport Plan (2015)

3.8.1 The South East Wales Valleys Local Transport Plan sets out the long-term transport vision for the region as:

“A modern, accessible, integrated, and sustainable transport system for the SE Wales Valleys and beyond which increases opportunity, promotes prosperity for all and protects the environment; where walking, cycling, public transport and sustainable freight provide real travel alternatives.”.

3.8.2 In order to achieve the long-term transport vision, the LTP includes wider goals which seek to develop the economy, promote social inclusion by providing a safe transport system, and reduce carbon emissions by promoting sustainable forms of transport such as walking, cycling and public transport.

3.8.3 The LTP also identified objectives to address the area’s transport issues, these include overarching themes such as: Safety and Security, Connectivity and Accessibility, Quality and Efficiency, Environment and Land use and Regeneration.

3.9 Summary

3.9.1 The design philosophy of the proposed development will echo Central and Local Government’s vision to promote a sustainable transport regime by being located in a sustainable location which can be accessed by sustainable modes of transport and by including appropriate levels of cycle parking for staff.

3.9.2 Measures and initiatives in the form of travel planning are also proposed to support the delivery of a sustainable development, enhance the site connectivity by alternative means of transport, and promote the usage of Active Travel where appropriate.

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4 Site Location and Accessibility

4.1 Introduction

4.1.1 This section of the report considers the accessibility of the application site by all modes. This audit is in keeping with current National and Local planning policies which highlight the importance of integrating land-use, transport and planning decisions to address the needs of both present and future communities to create developments with good access to local infrastructure and that are supported by quality public transport services.

4.2 Site Location

4.2.1 The site is well situated in relation to the town of Porth with a suitable walking and cycling distance to a range of compatible and supportive local ‘day to day’ services in the local communities.

4.2.2 Figure 4.1 below shows the location of the existing services and facilities in relation to the site. A 2km walking isochrone is also shown to identify the amenities that can be accessed within this recommended walking distance. It is widely acknowledged that with a travel distance of less than 2km, walking offers the greatest potential to replace short car journeys.

Figure 4.1 Local Facilities

4.2.3 The details of the local day to day facilities are summarised in Table 4.1 below which also shows the associated distances and walking/cycle time to and from the site.

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Distance Walk Cycle Service Location (Metres) (Minutes) (Minutes)

Rhondda Hotel High Street, CF39 9AD 260 3 1

Colliers Arms Glynfach Road, CF39 9LF 450 5 2 Cymmer Fish High Street, CF39 9AP 400 5 2 Bar SPAR High Street, CF39 9AP 350 4 1 Morrison’s Pontypridd Road, CF39 9PH 1000 12 4 Capel Y Cymmer, CF39 9BD 260 3 1 Cymmer Port Newydd Aber-Rhondda, CF39 0LD 1000 12 4 Medical Centre Aldi Cymmer Road, CF39 9BQ 650 8 3 Bronwydd Caemawr Road, CF39 9BY 500 6 2 Swimming Pool Community Station Street, CF39 9NR 750 9 3 Centre Post Office Hannah Street, CF39 9RA 800 10 3 Oakdale Porth Street, CF39 9RN 650 8 3 Pharmacy Table 4.1 Local Facilities and Services

4.2.4 As can be seen above, there are a number of local facilities within a reasonable walking distance of the site. Thus, staff and more mobile care home residents would have the realistic sustainable mode of transport rather than relying on a car for day to day trips.

4.2.5 In addition, as shown in Figure 4.1 above, there is also a large residential area surrounding the site within appropriate walking distance in which staff can be drawn from. Thus, there is significant potential for commuting journeys to be undertaken on foot also.

4.3 Pedestrian Accessibility

4.3.1 Walking is a major mode of travel for local journeys and is recognised as the most sustainable form of travel (IHT, 2000). The application site is reasonably connected to the existing pedestrian provisions in the vicinity.

4.3.2 Pedestrian access to the site is off Bronwydd Avenue. Bronwydd Avenue is a cul-de-sac road which is well lit and kerbed footways run continuously along either side of it. Travelling eastwards, the roadside provision extends onto High Street which links into the wider pedestrian network along the A4233 and A4508. Whereas heading west, the footways leads to the end of the road where Parc Bronwydd can be accessed.

4.3.3 Street lit and kerbed footway is available along either side of High Street. Following the road alignment southwards, the pedestrian route extends onto the A4233 at the signalised crossroads junction. A pelican crossing is available over the A4233 eastern approach facilitating safe crossing of the A route with onwards pedestrian connections to the southbound bus stop, convenience store and takeaway in the local area.

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4.3.4 Whereas travelling northwards, the footway continues on the western side of High Street and then proceeds into a short section pedestrianised area. At where a pelican crossing become available over the A4058 offering key pedestrian connections into Porth Town Centre which hosts a wide range of services and facilities and the railway station.

4.3.5 The existing pedestrian provision in the surrounding area is illustrated in Figure 4.2 below.

Figure 4.2 Local Pedestrian Provisions

4.4 Accessibility by Cycle

4.4.1 Cycling is recognised as one of the most sustainable forms of transport (CIHT’s Planning for Cycling, 2015). Figure 4.3 below shows a 5km cycling isochrone from the site, demonstrating the surrounding area that is located within a ‘reasonable’ cycling distance. 20276-TS-V1 13 Proposed Extra Care Home Development Bronwydd Avenue, Porth

Figure 4.3 5km Isochrone

4.4.2 As shown in Figure 4.3 above a significant proportion of Porth and surrounding settlements in the local area can be accessed within 5km travel distance from the site. Thus, cycling represents a viable and realistic mode of travel for staff to and from the Site.

4.4.3 Local and National cycle routes are shown in Figure 4.4 on the next page. National Cycle Route (NCR) 881, can be accessed some 800m northeast of the development site near Porth town centre. The route runs through the local area in a southeast-northwest direction connecting Porth with surrounding settlements and villages such as Pontypridd, Ynnshir and Wattstown.

4.4.4 In 2017 Rhondda Cynon Taf Council produced an Integrated Network Map of local pedestrian and cycle routes in order to promote walking and cycling for everyday journeys. Shown in Figure 4.4 on the next page and Appendix A, a local route has been identified for pedestrians and cyclists which run along High Street approximately 68m east of the site access; this route continues north and ties in with NCR 881 providing useful cycle links in and around Porth and making cycling to the development an attractive option for staff.

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Figure 4.4 Cycle Routes

4.5 Public Transport Accessibility – Bus

4.5.1 Bus travel is an attractive alternative means of travel to destinations located outside the recommended walking and cycling catchment and at times when the weather is undesirable. The site is well located in relation to the existing bus network with the nearest bus stops accessible within a 350m walking distance from the situated along the A4233 and shall be referred to as ‘Rhondda PH’.

4.5.2 A northbound bus stop is situated 43m south of the High Street/A4233 junction and the southbound bus stop sits some 80m south of the junction. Both bus stops are sign posted with a pole and flag.

4.5.3 Two bus services can be boarded at these bus stops including an hourly service commuting between Cardiff and Maerdy facilitating onwards bus connections to the local and regional centres such as; Talbot Green, Porth, Tonyrefail, Ynysmaerdy and Creigiau.

4.5.4 In addition, bus stops that are located outside the Police Station at Pontypridd Road can also be accessed within a short walking distance from the site. At where regular bus services commuting between Porth, Blaencwm, Cardiff, Caerphilly, Maerdy and nearby towns and villages in Rhondda Valleys are available offering a combined average frequency of approximately 10 service per hour in each direction.

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4.5.5 The locations of the local bus stops are illustrated in Figure 4.5 on the next page:

Figure 4.5 Nearby Bus Stops

4.5.6 Bus services which utilise the nearby stops are summarised below in Table 4.2 along with a brief route description and details of operating frequency.

Service Day Service Period Frequency 120 – Blaencwm - MON – FRI 06:47 – 21:32 20 – 40 minuets Caerphilly SATURDAY 06:47 – 21:32 20 – 40 minutes

SUNDAY 08:07 – 16:07 120 minutes

124 – Cardiff – Maerdy MON – FRI O6:40 – 16:03 60 minutes

SATURDAY O6:40 – 16:03 60 minutes

130 – Blaencwm – MON – FRI 08:00 – 17:49 60 minutes Pontypridd SATURDAY 08:00 – 17:49 60 minutes

SUNDAY 10:53 – 18:53 60 minutes

131 – Maerdy – Royal MON – FRI 18:25 – 19:45 Evening Services: Glamorgan Hospital

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Service Day Service Period Frequency SATURDAY 18:25 – 19:45 Two services per day in each direction.

132 – Maerdy - Cardiff MON – FRI 07:39 – 21:35 20 minutes

SATURDAY 07:39 – 21:35 20 minutes

SUNDAY 09:15 – 19:15 60 minutes

133 MON – FRI 09:49 – 13:49 60 minutes

SATURDAY 09:06 – 14:06 60 minutes

155 MON – FRI 09:55 – 17:08 120 minutes

SATURDAY 09:55 – 17:08 120 minutes

173 MON – FRI 08:18 – 14:18 60 minutes

SATURDAY 08:18 – 14:18 60 minutes

175 MON – FRI 09:55 – 13:55 180 minutes

SATURDAY 09:55 – 13:55 180 minutes

Table 4.2 Bus Stop Timetable

4.5.7 The approximate travel time by bus from the site to key destinations (centre of) are summarised below in Table 4.3 (as timetabled):

Location Journey Time (Including Walking Time) Maerdy 35 minutes Talbot Green 40 minutes Royal Glamorgan Hospital 40 minutes Cardiff 1 hour 30 minutes Table 4.3 Local Bus Journeys

4.6 Public Transport Accessibility – Rail

4.6.1 Porth Railway Station is situated some 1km to the northeast of the site that can be accessed within a comfortable walking distance or via a short bike ride.

4.6.2 The station is managed by Transport for Wales and lies on the Rhondda Line facilitating hourly rail services to regional and sub-regional centres including Bridgend, Treherbert, and Cardiff Central. Table 4.4 provides a summary of the routes and frequency of train services that stop at Porsham Railway Station.

Frequency Per Hour Destinations Mon – Sat Sun Trehebert 1 per hour 1 per hour

Cardiff Central 1 per hour 1 per hour

Bridgend 1 per hour 1 per hour

Table 4.4 Railway Services Frequency

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4.7 Travel by Car

4.7.1 Skirting to the north of the development site, Bronwydd Avenue operates as a cul-de-sac and runs in an east-west direction providing vehicular accesses to Dan y Mynydd House, the RCT Council Office and associated staff car park. Along the site frontage, Bronwydd Avenue is of 10m wide and subject to an urban speed limit of 30mph. On street parking is present to the southern side of the single carriageway.

4.7.2 Running eastwards, Bronwydd Avenue joins onto High Street at a priority T-junction as the minor arm. High Street is a cul-de-sac with a predominantly residential frontage along its length. Traveling south wards, the residential road feeds into the A4233 at a signalised crossroads junction with Glynfach Road approaching from the southeast.

4.7.3 Travelling in a north-south direction, the A4233 is a regional distributor road facilitating vehicular accesses to a number of market towns and villages along its length including Porth, Trebanog, Tonyrefail, Coedely Talbot Green. Some 350 northeast of its junction with High Street, the A road joins onto the A4058 at a signalised T-junction.

4.7.4 The A4058 is a local distributor that runs through the heartlands of the Rhondda Valley with onwards connection to Trehafod and Pontypridd to the east and Peny Graig and Tonypandy in the west. In Pontypridd the A4058 meets the A470 offering a long-distance connection to the M4 in the south.

4.8 Highway Safety

4.8.1 To assess the safety level of the adjoining highway network and thus identify any potential conflict points and highway safety issues, a review of www.crashmap.co.uk was undertaken. It is noted that the local road network in the vicinity of the application site holds an excellent safety record with only one slight incident reported on High Street at its junction with A4233 during the last 5 years between 2016 and 2020.

4.8.2 Slightly further afield at the A4233/A4058 signalised junction, a total of 3 slight incidents were recorded and 1 severe incident. This equates to, on average, less than one collision per year and therefore would does not illustrate any specific injury accident cluster in this area.

4.8.3 Figure 4.6 on the next page shows the extent of the highway safety analysis and the locations of the accidents that occurred within the past 5 years.

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Figure 4.5 Extents of Accident Analysis

4.8.4 In view of this, taking into account the lack of accidents recorded on the immediate highway network, it is reasonable to conclude that the adjoining highway does not suffer from any inherent infrastructure weakness that would be considered as dangerous. Furthermore, as discussed later in this report, the traffic impact of this development is likely to be insignificant and is therefore unlikely to have a material impact on highway safety.

4.9 Summary

4.9.1 As set out above, the proposed site is well-positioned in relation to the neighbouring residential areas and is well connected by existing walking, cycling and public transport infrastructure. Thus, the sustainable location reduces the requirement to depend on the private car for everyday travel needs and encourages the uptake of sustainable modes of travel.

4.9.2 There are no existing highway safety issues on the road network in the vicinity of the site with very few accidents occurring slightly further afield, it is reasonable to conclude that the surrounding highway network does not include any geometric features that can be specifically linked to the recorded collisions.

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5 Development Proposal

5.1 Existing Use

5.1.1 As aforementioned in Section 2.0, the site, known as Dan y Mynydd House, is currently occupied by a Specialist Residential Care Home that is operated by RCT offering 30 bedrooms for people who suffer from Dementia.

5.1.2 The existing vehicular access is taken directly off Bronwydd Avenue via a bellmouth junction. At present, there is a surfaced parking and manoeuvring area to the northwest of the building facilitating approximately 20 vehicle spaces.

5.1.3 There are currently no residents at Dan y Mynydd Residential Home. However, it is understood that when the site is in full operation, approximately 12 staff will be present on site at any time between 07:30 and 16:00 with a slightly less staff level in the evening.

5.2 Proposed Development

5.2.1 The scheme will see the demolition of the existing residential home to introduce a larger quality built and fit for purpose extra care facility offering 60 self-contained apartments in a mixture of 1 and 2 bedroom units. The proposal will not seek to change the current land-use but would expand its care capacity, in terms of unit numbers, with the aim of delivering a modern and refreshed elderly care facility in the area.

5.2.2 An extract of the proposed site layout includes the site access junction and is shown in Figures 5.1 below with further detail provided as Appendix B.

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Figure 5.1 Proposed layout extracted from masterplan

5.2.3 In addition, to provide a self-contained community, ancillary facilities, including laundry service, hair salon, communal lounge, guests’ facilities and garden, are also available to residents onsite, as well as weekly social events and activities. These allow residents to meet a large proportion of their social and daily needs without leaving the site.

5.2.4 A Daycare Centre of 85sq.m will also be facilitated onsite offering scheduled classes/events, personal care and lunch clubs to the senior population in the local area. The opening time of the centre varies dependent upon the scheduled events, however, it is highly likely to be outside the traditional highway peak. it is anticipated that the majority of attendees will car share with other attendees, use public transport, or be dropped off by relatives/taxies.

5.2.5 Approximately 5-8 staff per shift will be present during the day to offer their support whereas overnight care provider will also be available at the site.

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5.3 Vehicle Access and Parking Arrangement

5.3.1 Vehicular access to the site will be directly off Bronwydd Avenue by way of an existing priority T-junction to the site. The existing arrangement of this site access junction will remain unchanged. An internal clockwise one-way circuit will be introduced in the parking area.

5.3.2 An expanded parking provision of 32 spaces are proposed onsite to serve the proposals including 3 disabled bays. This is in accordance with the maximum parking requirement outlined in the Council’s SPG of “Delivering Design and Placemaking: Access, Circulation & Parking Requirements” for “Self-contained elderly persons accommodation (Not Wardened)” located in a Zone 3 – Suburban or Near Urban area. The relevant parking standards are abstracted in Table 5.1 below:

Maximum Parking Provision Type of Development Zone 2, 3 & 4 Residents Visitors 1 space per 4 units Self-contained elderly persons 1 space for warden 1 space per 4 units accommodation (wardened) 1 space per 2 ancillary staff

Table 5.1 Vehicle Parking Standards

5.3.3 6 cycle stands will be provided onsite within a covered area to the north west of the site access junction. A drop off/pick up bay for taxi, ambulance and mini-bus is also provided to the front of the main entrance. This is in compliance with the minimum cycle parking standards set out in the Council’s SPG for “Self- contained elderly persons accommodation” as below:

Cycle Parking Provision Type of Development Long Stay Short Stay Self-contained elderly persons 1 stand per 20 bed 1 stand per 20 bed spaces accommodation spaces Table 5.2 Cycle Parking Standards

5.3.4 In addition, electric buggy store will also be introduced within the building as appropriate to encourage the uptake of sustainable modes of travel by more mobile residents.

5.3.5 A self-contained bin storage will be facilitated to the north east corner of the proposed building. Swept path analysis was carried out to ensure that the movements of refuse vehicles, ambulance and fire engine could be accommodated within the site. Drawing, included within Appendix C, demonstrate that suitable turning area is available to allow these vehicles to carry out appropriate manoeuvre to serve the site.

20276-TS-V1 22 Proposed Extra Care Home Development Bronwydd Avenue, Porth

6 Forecast Development Traffic Impact

6.1 Existing Care Home Traffic Generation

6.1.1 As aforementioned in earlier chapters, the site benefits from an extant planning permission for C2/C3 land-uses and is presently home to a 30 beds Dementia Care Home. In order to quantify the trip generation associated with the existing land-use, vehicle trip rates have been established using the comparable travel surveys contained within the latest TRICS 7.7.4 under the land category of “Health – Care Home (Specific Condition)”.

6.1.2 The database was reviewed to include only survey samples that share similar characteristics with the development site. This assures a robust assessment and provides a reasonable indication as to the level of vehicle trips that is likely generated by the existing care home when it is in full operation. The selection criteria for these sites are set out as follows:

▪ Regions – located outside Greater London and Ireland including both Republic of Ireland and Northern Ireland; ▪ Location – situated within a Suburb Area and Edge of Town; and ▪ Survey Days - Weekday Only.

6.1.3 The vehicle trip rates are subsequently summarised in Table 6.1 below with full TRICS report included within Appendix D.

Existing Care Home (Specific Condition) Trip Rates Period Arr Dep Total AM Peak 0.080 0.037 0.117 PM Peak 0.025 0.061 0.086 Table 6.1 Existing Trip Rate

6.1.4 Applying the derived vehicle trip rates as shown in Table 6.1, the traffic generation associated with the existing 30-bedroom care home facility are calculated and summarised in Table 6.2:

Existing Care Home - Vehicle Traffic Generation Period Arr Dep Total

AM Peak 2 1 3 PM Peak 1 2 3 Table 6.2 Existing Vehicle Trips

6.1.5 As can be seen above, the traffic generation associated with the existing residential units is of a low level with a maximum of 3 vehicles in the AM peak and 3 vehicles in the PM peak.

6.2 Proposed Development Traffic Generation

6.2.1 Taking into account the nature and operation of the proposed new extra care home facility, vehicle trip rates for the land categories of “Care Home (Elderly Residential)” have been established using the comparable survey sites collated from TRICS 7.7.4. The vehicle trip rates are subsequently summarised in Table 6.3 below with full TRICS report included within Appendix D.

20276-TS-V1 23 Proposed Extra Care Home Development Bronwydd Avenue, Porth

Extra Care Home – Elderly Residential Trip Rate Period Arr Dep Total AM Peak 0.070 0.061 0.131 PM Peak 0.047 0.072 0.119 Table 6.3 Proposed Residential Use – Traffic Generation

6.2.2 Applying the derived vehicle trip rates as shown in Table 6.2, the forecast traffic generation associated with the proposed 60-bedroom extra care home facility are calculated and summarised in Table 6.4:

Proposed Care Home – Vehicle Traffic Generation Period Arr Dep Total AM Peak 4 4 8 PM Peak 3 4 7 Table 6.4 Proposed Vehicle Trips

6.2.3 As can be seen above, the forecast traffic generation associated with the proposed extra car home units is of a low level with a maximum of 8 vehicles in 2-way movements predicted in the AM peak periods. This is equivalent to 1 additional vehicle per every 7.5 minutes.

6.2.4 When comparing to the existing operation, a maximum increase of 5 vehicles (2-way movements) is forecast in the AM Peak. This is equivalent to less than 1 additional vehicle per every 10 minutes. Such minor increase in traffic flow will not be a noticeable and will fall within the bounds of normal daily fluctuations in traffic flows along local highway network.

6.2.5 The study thus demonstrates that the change in the onsite extra care operation will not result in any material increase on the existing traffic level during the peak periods with the forecast development traffic can be comfortably accommodated within the existing highway.

6.3 Travel Plan Initiatives

6.3.1 To promote sustainable travel and minimise the development traffic impact, a range of Travel Plan measures and initiatives can also be introduced on site. These would include:

Travel Information Pack could be sent to residents and visitors to advise on local facilities and attractions, the preferred route of travel, local walking/cycling routes together with public transport information; and ▪ Installation of a dedicated travel notice board at a location where it can be accessed by residents and visitors providing the latest travel information on walking/cycling routes and public transport services.

20276-TS-V1 24 Proposed Extra Care Home Development Bronwydd Avenue, Porth

7 Conclusion

7.1.1 This Statement has assessed the accessibility of this application site and established the likely impact of the development traffic in comparison with the permissive land uses. The principle of an extra care facility has long been established through the existing land-uses.

7.1.2 The report concludes that:

• The proposed development is consistent with the national, regional and local planning and transport policies and has the ability to deliver a fit for purpose and in demand elderly extra care home in a sustainable location. • The site is well served by the existing pedestrian, cyclist and public transport provisions in the area offering realistic options for more mobile occupants to undertake their day to day journeys by sustainable modes of travel. In addition, there is also opportunity for staff to travel by sustainable modes. • Sufficient parking provision is proposed onsite in commensurate with the site surroundings and connectivity and suitable access is provided for pedestrian and cyclists. Suitable turning area is also facilitated within the main car park to provide sufficient manoeuvring space for deliveries and refuse vehicles. • The forecast development traffic is of comparable level to the permissive land-uses during the peak periods with a negligible increase of 5 vehicles predicted in 2-way movements and hence the proposed development would not constitute any tangible impact on the local transport network.

7.1.3 The study demonstrates that the redevelopment of the site will result in a negligible increase in the number of trips that could be generated from the site under its existing use class. As such there are no highways and transportation reason for the proposals not to be supported.

20276-TS-V1 25 Proposed Extra Care Home Development Bronwydd Avenue, Porth

Appendix A Local Cycle Routes

20276-TS-V1 26 Rhondda Cynon Taf County Borough Council Map 6 - Porth Headquarters, The Pavilions Cambrian Park Clydach Vale Produced by the Active Travel web site. Gynhyrchwyd gan y wefan Teithio Llesol. Tonypandy, CF40 2XX

Legend / Eglurhad

Integrated Network Walking

Integrated Network Cycling

Integrated Network Shared Use

Built-up areas / Ardaloedd Adeiledig

Admin Areas / Ardaloedd Gweinyddol

&URZQ&RS\ULJKWDQGGDWDEDVHULJKW2014. Ordnance Survey 100021874:HOVK*RYHUQPHQW+DZOIUDLQWDKDZOLDXFURQIDGGDWD¶r Goron 2014. Rhif Trwydded yr Arolwg Ordnans 100021874. Whilst the Welsh Government have made every effort to ensure that the information on this website is accurate and up-to-date, the Welsh Government takes no responsibility for any incorrect information. The data is compiled from Public Rights of Way, Ordnance Survey ITN, Ordnance Survey ITN Urban Path and aerial photography derived data supplemented by field survey. The online map is provided for guidance only and is not a legal record. Er bod Llywodraeth Cymru wedi gwneud pob ymdrech i sicrhau bod y wybodaeth ar y wefan hon yn gywir ac yn gyfredol, mae Llywodraeth Cymru yn cymryd unrhyw gyfrifoldeb am unrhyw wybodaeth anghywir. Lluniwyd y data o hawliau tramwy cyhoeddus, RhTI yr AO, Llwybrau Trefol RhTI yr AO a data sy'n deillio o ffotograffau o'r awyr wedi'i ategu gan arolwg maes. Yn y map ar-lein yn darparu canllaw yn unig ac nid yw cofnod cyfreithiol.

16 Oct 2017 09:26 AM Proposed Extra Care Home Development Bronwydd Avenue, Porth

Appendix B Proposed Development Layout

20276-TS-V1 27 www.quattrodesign.co.uk

NOTES

This drawing is the copyright of Quattro Design Architects Ltd and should not be reproduced in whole or in part without written permission. Only figured dimensions to be used for construction. Check all dimensions on site. Any discrepancies are to be reported to the Architect as soon as possible. T6 REVISIONS REV: DATE - DRAWN - CHECKED: NOTES -: 01.10.20 - MJM: Drawing Created. ation Subst A: 08.10.20 - MJM: Residents lounge area reconfigured following client meeting 02.10.20. B: 29.10.20 - MJM: Swales added to main garden areas and Phase 2 added to southern site. C: 04.11.20 - MJM: Car parking, cycles, refuse store +116.50 and retaining walls amended. D: 25.03.21 - MJM: East boundary updated following RCT title plans received 25.03.21. +116.80 E: 01.04.21 - MJM: West boundary adjusted to EP correspond with title plans. Vehicular entrance amended and fencing added to secure main gardens. ng F: 07.04.21 -MJM: 4no. parking bays to north east Car Parki s) corner moved 1m to allow for refuse turning. Following (32 Space +117.60 JUBB vehicular tracking comments 07.04.21. G: 12.04.21 -MJM: Parking amended to create one way 'roundabout' configuration, parking numbers increased to 33 and Dining patio enlarged. +116.70 H: 25.05.21 -MJM: Substation added and parking reduced to 32 spaces. J: 04.06.21 - MJM: Lower GF updated following review +120.20 of retaining wall strategy and full height voids shown to southwest corner. Cycle K: 25.06.21 - MJM: Hair Salon and Dining Area Parking amended to allow for external doors to Salon as Drop-off requested by Client. L: 21.07.21 -MJM: Substation location adjusted following WPD comments.

MAIN E ENTRANC +118.50 Managers ggy Bu Office Lobby re 2 Sto 2 25.303 m .401 m 39 +116.80

Entrance ore Foyer Refuse St Salon Hair 2 28.938 m Stair 1

TRE ers DAY CEN Manag E Care Patio ENTRANC ffice LGF O 2 28.235 m +122.50 +116.95

+116.90

Washing Drying Kitchen dry WC Laun 2 377 m 26. 1 Dining ssisted artment 0 2 Guest A Stair 2 Ap ced 118.123 m ver athroom ed Enhan Sleepo B 2 Lobby 1 B 2 a Station aff 2 Te St 76 m m East 36.135 m 30.3 55.845 WC rden Servery Ga hen Kitc 2 Staff Room 4 m Kitchen 71.93 ore 35.536 m2 St Lockers

Sunken Terrace

lower Section of tion worktop Tea Sta ir acc.) Central Corridor (wheelcha ation e r St r lowe ea t tion of T n Sec Ce top work re .) a ir acc 2 a c elch 0 he y (w Da 2 rtment 4 m Apa ced 85.64 ed Enhan ity 1 B 2 13P e Activ 50 m rs 2 g cke . oun Lo 56 Lift esidents L Room R 2 m2 m 46 Mobile 9 g 5 in . g .76 22 chan 4 / 6 table P r bed 3 howe Comms 1 s DHWS 15.315 m2 Lift 11.497 m2 Cleaners Store +116.80 WC

rrace WC overed Te ment 03 C Apart nt d Apartme 1 Be 2 +124.50 Elec. Meter Room 61.375 m 39.975 m2

DRAWING TITLE Sprinkler Tank 28.548 m2 Proposed Site Plan rden Apartment 04 South Ga el) 1 Bed Apartment (lower lev 54.350 m2

Void 2 53.468 m +119.80

PROJECT ine Approx L ng of Retaini Apartment 05 Wall Bed Apartment 54.352 m2 Dan-Y-Manydd, Porth oid GF V 2 Path to U 68 m e. 53.4 sun terrac

Stair 3 CLIENT

+125.90 .95 LGF +116

rden South Ga r level) 20.10 (uppe N UGF +1 SCALE 1:200@A1

+122.50 DATE October 2020

+120.50

Scale 1:200 2 0 2 4m

DRAWING NO. REV SITE PLAN 6405-P-0100 L

Matthews Warehouse, High Orchard Street Gloucester Quays, GL2 5QY T: (01452) 424234 Proposed Extra Care Home Development Bronwydd Avenue, Porth

Appendix C Swept Path Analysis

20276-TS-V1 28 116.58 116.58

~100sws 116.52 ~100sws 116.52 150fws 150fws

116.00 116.00

116.36 116.36 116.38 116.38 116.29 steps 116.29 steps 116.32 rwp 116.02 116.32 rwp 116.02 wood fence 116.65 116.46 100sws (a) 112.91 wood fence 116.65 116.46 100sws (a) 112.91 G 116.51 116.42 concrete paving CL 114.41 113.61 G 116.51 116.42 concrete paving CL 114.41 113.61 NOTES 116.60 steps IL 113.65 114.18 kerb 116.60 steps IL 113.65 114.18 kerb 100 100 116.54 116.27 116.40 st 116.54 116.27 116.40 st 115.96 115.96 116.29 114.45 116.29 114.45 116.26 116.26 116.52 113.89 116.52 113.89 116.17 116.60 115.95 113.38 116.17 116.60 115.95 113.38 N 116.18 116.05 w N 116.18 116.05 w VEHICLE TRACKING BASED ON VEHICLES SHOWN BELOW steps stone wall tarmac footpath G113.41 steps stone wall tarmac footpath G113.41 116.57 116.06 114.33 116.57 116.06 114.33 116.49 drop kerb B2 tarmac 116.49 drop kerb B2 tarmac 116.16 115.97 114.44 116.16 115.97 114.44 grass 114.429 113.65 grass 114.429 113.65 116.70 116.31 stone wall 113.73 CL 113.75 113.19 116.70 116.31 stone wall 113.73 CL 113.75 113.19 116.18 116.17 elp 116.18 116.17 elp 11.2 116.63 116.48 113.84 o/h telecom IL ~112.25 116.63 116.48 113.84 o/h telecom IL ~112.25 116.65 116.27 116.32 115.14 116.65 116.27 116.32 115.14 116.36 116.57 116.36 116.57 CL 117.01 tarmac footpath kerb UTL CL 117.01 tarmac footpath kerb UTL IL 115.29 duct 115.32 114.27 cable depth taken through IL 115.29 duct 115.32 114.27 cable depth taken through

IL(a) 115.39 116.15 sign 116.51 113.49 IL(a) 115.39 116.15 sign 116.51 113.49 116.64 116.13 key hole 116.64 116.13 key hole

117.00 100fws (a) 117.00 brick wall 114.71 100fws (a) brick wall 114.71 INDICATIVE116.98 116.10 115.77 INDICATIVE116.98 116.10 115.77 117.31 tarmac G sws tarmac G sws 117.07 150 116.13 114.74 112.91 117.07 150 116.13 114.74 112.91 NORTH116.89 sign 116.19 116.15 115.06 113.79 NORTH116.89 sign 116.19 116.15 115.06 113.79 150 B1116.19 elp tarmac footpath kerb 150 B1116.19 elp tarmac footpath kerb 115.99 115.99 116.94 116.151 116.94 116.151 117.13 w 115.54 114.18 113.25 117.13 w 115.54 114.18 113.25

117.40 113.62 117.40 113.62 116.17 kerb 114.50 tarmac footpath 116.17 kerb 114.50 tarmac footpath elp 115.92 114.81 elp 115.92 114.81 115.99 115.99

drop kerb 115.95 drop kerb 115.95

115.98 G 115.18 G 115.98 G 115.18 G 116.00 tarmac footpath 113.63 113.48 tarmac footpath 116.00 113.63 113.48 115.93 fws tarmac Z300 brick & stone wall 115.93 fws tarmac Z300 brick & stone wall 115.98 115.96 115.57 G kerb 113.682 115.98 115.96 115.57 Dennis Sabre Fire Tender (LWB) G kerb 113.682 1.67 4.815 1.385 G 113.76 G 113.76 116.23 Phoenix 2 Duo (P2-15W with Elite 6x4 chassis) 113.96 116.23 113.96 CL 116.05 114.00 CL 116.05 114.00 kerb 115.88 kerb 115.88 IL ~114.52 115.00 sp BT 113.71 IL ~114.52 115.00 sp BT 113.71 UTL 116.10 114.28 UTL 116.10 114.28 depth taken through 114.52 BT tp depth taken through 114.52 BT tp tarmac G kerb tarmac G kerb Phoenix 2 Duo (P2-15W with Elite 6x4 chassis) CL 116.09 114.94 Z3 CL 116.09 114.94 Z3 sws key hole 114.77 114.11 sws key hole 114.77 114.11 IL ~114.62 116.07 114.531 control IL ~114.62 116.07 114.531 control 116.12 114.40 116.12 114.40 Overall Length 11.200m UTL 115.08 114.91 tarmac footpath stone wall box UTL 115.08 114.91 tarmac footpath stone wall box 116.33 depth taken through sws 116.33 depth taken through sws Overall Width 2.530m key hole 115.37 key hole 115.37 sws 114.83 sws 114.83 Overall Body Height 3.751m 115.67 115.67 G G Min Body Ground Clearance 0.304m 115.91 kerb sp 115.25 115.91 kerb sp 115.25 115.93 115.93 Track Width 2.500m 115.99 115.62 115.99 115.62 115.97 tarmac footpath 115.97 tarmac footpath Lock to lock time 4.00s sv 115.94 sv 115.94 115.92 115.92 Kerb to Kerb Turning Radius 9.500m 115.86 116.09 Z2 T6 115.86 116.09 Z2 T6 kerb 116.20 stone wall kerb 116.20 stone wall st 116.08 116.204 st 116.08 116.204

kerb kerb tarmac footpath water tarmac footpath water 116.20 116.20

116.26 116.26

116.83 stone wall 116.24 116.38 stone wall 116.24 116.38 116.37 116.35 116.37 116.35 7.7 Substation Substation

+116.50 +116.50

1.382 4.2 +116.80 +116.80

Dennis Sabre Fire Tender (LWB) Car Parking Car Parking Overall Length 7.700m (32 Spaces) (32 Spaces) Overall Width 2.430m +117.60 +117.60 Overall Body Height 3.512m Min Body Ground Clearance 0.397m Track Width 2.380m Lock to lock time 5.00s +116.70 +116.70 Kerb to Kerb Turning Radius 7.400m 302450E 302475E 302450E 302475E

Cycle 4.988 Drop off zone Drop off zone Parking Parking Drop-off Drop-off

0.89 2.87 MAIN MAIN ENTRANCE ENTRANCE Large Car Overall Length 4.988m Overall Width 1.793m Overall Body Height 1.502m Min Body Ground Clearance 0.287m +116.80 +116.80 Track Width 1.700m Lock to lock time 4.00s Kerb to Kerb Turning Radius 6.200m

Refuse Store Refuse Store 5.461

DAY DAY CENTRE CENTRE Patio ENTRANCE Patio ENTRANCE

LGF LGF 0.961 3.2 +116.95 +116.95 REFUSE VEHICLE: PHEONIX 2 DUO DENNIS SABRE FIRE TENDER (LWB) +116.90 +116.90

Washing Washing Ambulance

Drying 116.58 Drying 116.58

~100sws 116.52 ~100sws 116.52 150fws 150fws Overall Length 5.461m 116.00 116.00

116.36 116.36 Overall Width 2.020m 116.38 116.38 116.29 steps 116.29 steps 116.32 rwp 116.02 116.32 rwp 116.02 wood fence 116.65 116.46 100sws (a) 112.91 wood fence 116.65 116.46 100sws (a) 112.91 Overall Body Height 2.498m G 116.51 116.42 concrete paving CL 114.41 113.61 G 116.51 116.42 concrete paving CL 114.41 113.61 116.60 steps IL 113.65 114.18 kerb 116.60 steps IL 113.65 114.18 kerb Min Body Ground Clearance 0.225m 100 100 116.54 116.27 116.40 st 116.54 116.27 116.40 st 115.96 115.96 116.29 114.45 116.29 114.45 Track Width 1.860m 116.26 116.26 116.52 113.89 116.52 113.89 116.17 116.60 115.95 113.38 116.17 116.60 115.95 113.38 Lock to lock time 4.00s N 116.18 116.05 w N 116.18 116.05 w steps stone wall tarmac footpath G113.41 steps stone wall tarmac footpath G113.41 116.57 116.06 114.33 116.57 116.06 114.33 Kerb to Kerb Turning Radius 6.500m 116.49 drop kerb B2 tarmac 116.49 drop kerb B2 tarmac 116.16 115.97 114.44 116.16 115.97 114.44 grass 114.429 113.65 grass 114.429 113.65 116.70 116.31 stone wall 113.73 CL 113.75 113.19 116.70 116.31 stone wall 113.73 CL 113.75 113.19 116.18 116.17 elp 116.18 116.17 elp 116.63 116.48 113.84 o/h telecom IL ~112.25 116.63 116.48 113.84 o/h telecom IL ~112.25 116.65 116.27 116.32 115.14 116.65 116.27 116.32 115.14 116.36 116.57 116.36 116.57 CL 117.01 tarmac footpath kerb UTL CL 117.01 tarmac footpath kerb UTL IL 115.29 duct 115.32 114.27 cable depth taken through IL 115.29 duct 115.32 114.27 cable depth taken through

IL(a) 115.39 116.15 sign 116.51 113.49 IL(a) 115.39 116.15 sign 116.51 113.49 116.64 116.13 key hole 116.64 116.13 key hole

117.40 113.62 117.40 113.62 116.17 kerb 114.50 tarmac footpath 116.17 kerb 114.50 tarmac footpath elp 115.92 114.81 elp 115.92 114.81 115.99 115.99

drop kerb 115.95 drop kerb 115.95

115.98 G 115.18 G 115.98 G 115.18 G 116.00 tarmac footpath 113.63 Z300 113.48 tarmac footpath 116.00 Ambulance 113.63 Z300 113.48 115.93 fws tarmac Large Car brick & stone wall 115.93 fws tarmac brick & stone wall 115.98 115.96 115.57 G kerb 113.682 115.98 115.96 115.57 G kerb 113.682 G 113.76 G 113.76 116.23 CL 116.05 114.00 113.96 116.23 CL 116.05 114.00 113.96 kerb 115.88 kerb 115.88 IL ~114.52 115.00 sp BT 113.71 IL ~114.52 115.00 sp BT 113.71 UTL 116.10 114.28 UTL 116.10 114.28 depth taken through 114.52 BT tp depth taken through 114.52 BT tp tarmac G kerb tarmac G kerb CL 116.09 114.94 Z3 CL 116.09 114.94 Z3 sws key hole 114.77 114.11 sws key hole 114.77 114.11 IL ~114.62 116.07 114.531 control IL ~114.62 116.07 114.531 control 116.12 114.40 116.12 114.40 UTL 115.08 114.91 tarmac footpath stone wall box UTL 115.08 114.91 tarmac footpath stone wall box 116.33 depth taken through sws 116.33 depth taken through sws key hole 115.37 key hole 115.37 sws 114.83 sws 114.83 115.67 115.67 G G 115.91 kerb sp 115.25 115.91 kerb sp 115.25 115.93 115.93 115.99 115.62 115.99 115.62 P2 30.07.21 PAC Submission ME GS 115.97 tarmac footpath 115.97 tarmac footpath sv 115.94 sv 115.94 115.92 115.92 115.86 116.09 Z2 T6 115.86 116.09 Z2 T6 Preliminary issue kerb 116.20 stone wall kerb 116.20 stone wall P1 13.04.21 ME GS st 116.08 116.204 st 116.08 116.204

kerb kerb tarmac footpath water tarmac footpath water Rev Date Description By Apvd 116.20 116.20

116.26 116.26

116.83 stone wall 116.24 116.38 stone wall 116.24 116.38 116.37 116.35 116.37 116.35 Substation Substation PROJECT: DAN Y MYNYDD EXTRA CARE

+116.50 +116.50 TITLE: +116.80 +116.80 CAR PARK VEHICLE TRACKING SHEET 1 OF 2 Car Parking Car Parking (32 Spaces) (32 Spaces) +117.60 +117.60 CLIENT: RHONDDA CYNON TAFF +116.70 +116.70 302450E 302475E 302450E 302475E

SCALE@A1: Cycle Drop off zone Drop off zone Parking Parking 1:200 Drop-off Drop-off PROJECT REF: 20276 MAIN MAIN ENTRANCE ENTRANCE DRAWING No: REV: 0900 P2 Revision Referencing P = Preliminary A = Approval T = Tender C = Construction +116.80 +116.80

Refuse Store Refuse Store

DAY DAY CENTRE CENTRE Patio ENTRANCE Patio ENTRANCE LGF LGF +116.95 +116.95 LARGE CAR +116.90 AMBULANCE +116.90 Washing Washing Drying Drying Bristol, Cardiff, Plymouth, Winchester jubb.uk.com 2A Oak Tree Court, Cardiff Gate Business Park, Cardiff +44(0)292 052 4444 brick wall

116.38 116.29

117.35 116.42 117.03 100 IL 115.72 116.60 steps IL 113.65 114.18 kerb 100 IL 110.26 117.34 116.80 116.54 116.27 116.40 st 115.96 116.29 114.45 116.26 116.52 112.22 ~300 116.90 118.25 113.89 116.17 113.38 118.22 117.00 116.60 115.95 NOTES 116.91 116.18 117.07 116.05 w 117.27 shed stone wall steps tarmac footpath G113.41 112.92 225 116.57 116.06 114.33 N 117.25 117.14 116.79 116.49 drop kerb B2 tarmac 112.79 112.04 116.16 115.97 114.44 CL 117.18 grass 114.429 113.65 water 112.27 150 117.12 116.31 stone wall CL 113.75 112.66 VEHICLE TRACKING BASED ON VEHICLES SHOWN BELOW IL 115.93 117.25 duct 116.70 113.73 113.19 cover 100 116.18 116.17 elp 113.84 IL ~112.25 116.48 116.92 116.63 o/h telecom 116.27 119.57 117.22 119.12 116.89 STEP 100 116.65 116.32 120.38 CL 116.98 116.57 115.14 118.51 CL 117.01 116.36 112.52 kerb 117.17 117.14 tarmac footpath kerb UTL (c) 225 120.47 IL 116.07 117.32 114.27 cable 100fws 100fws 117.26 IL 115.29 duct 115.32 depth taken through fh grass 118.55 DPC

100 gas block paving 117.24 IL(a) 115.39 116.15 sign 116.51 113.49 112.70 CL 112.46 225 (a) 4.988 116.64 116.13 key hole

117.03 117.20 112.62 duct 117.20 100fws (a) 117.00 brick wall 114.71 IL(a) 111.47 112.42 117.36 100fws 117.47 116.98 116.10 115.77 112.75 117.05 117.15 117.33 112.50 117.63 117.31 tarmac G sws IL(b) 111.48 117.07 150 116.13 114.74 112.91 B3 117.11 116.15 INDICATIVE 118.14 116.89 sign 116.19 115.06 113.79 112.703 IL(c) 111.33 G 116.99 brick wall 117.71 150 B1116.19 elp tarmac footpath G 225 (b) 120.66 118.23 kerb elp sump 111.16 119.03 116.89 117.72 115.99 water NORTH 118.62 116.151 112.62 112.44

stone wall 2.3h

118.56 118.04 116.94 113.00 gas 115.54 114.18 112.79 drop kerb112.63 covers 118.00 117.13 w 113.25 118.61 112.65 118.51 grass box 117.95 117.40 113.62 120.66 118.66 118.29 117.73 116.17 kerb 114.50 tarmac footpath 112.72 112.61 119.94 118.15 118.09 114.81 119.13 118.11 elp 115.92 112.56 118.96 118.66 115.99 drop kerb 0.89 2.87

gas 118.26 brick wall G 115.95 115.18 G 112.73 tarmac footpath 115.98 119.55 119.65 118.28 117.04 tarmac footpath 116.00 113.63 113.48 G 120.79 box 115.93 fws Z300 brick & stone wall grass grass 115.98 tarmac 112.81 112.64

118.67 gas G115.96 115.57 G kerb 113.682

116.23 113.76 kerb 120.00 Large Car 118.98 118.01 CL 116.05 114.00 113.96 112.80 120.77 kerb 112.76 191125N 121.18 115.88 115.00 113.71 121.21 119.34 IL ~114.52 sp BT st Large Car 117.04 UTL 119.60 116.10 114.28 113.01 113.00 121.19 118.88 112.86 123.32 120.05 G 117.08 depth taken through 114.52 BT tp Overall Length 4.988m 121.27 tarmac CL 116.09 G kerb tarmac footpath 112.82 tarmac footpath 120.87 114.94 Z3 sws key hole 114.11 Overall Width 1.793m 121.49 119.74 117.92 IL ~114.62 116.07 114.77 control kerb 114.531 225fws gas 116.12 UTL 114.91 114.40 stone wall box stone wall Overall Body Height 1.502m 115.08 tarmac footpath CL 112.87 112.91 121.05 brick wall 118.70 116.33 depth taken through 120.39 elp sws 112.91IL 111.65 Min Body Ground Clearance 0.287m 120.91 118.71 115.37 225fws G key hole 114.83 113.12 tarmac footpath 116.97 sws Track Width 1.700m Z1 120.95 119.67 115.67 121.08 G kerb 115.25 120.828 120.79 sign 120.05 117.58 115.91 sp Lock to lock time 4.00s 120.48 115.93 120.96 120.73 120.17 115.99 115.62 Kerb to Kerb Turning Radius 6.200m 118.28 120.64 115.97 tarmac footpath kerb tarmac CL 118.32 sv 120.64 118.82 115.94 IL 116.97 115.92 Z2 225sws kerb 115.86 116.09 T6 119.37 225sws 116.20 stone wall 120.46 117.00 st 116.08 116.204 6.33 119.87 tarmac 120.29 116.80 kerb 120.47 150 150 tarmac footpath 120.86 118.00 water 120.58 118.26 G 117.64 116.20 119.00 kerb 116.26 120.44 120.33 118.13 120.20 116.83 stone wall 116.24 116.38 121.04 116.37 116.35 stone wall kerb drop tarmac footpath G 120.80 120.44 control 117.56 119.99 kerb 118.44 120.73 kerb 119.38 119.28 118.84 drop box elp Substation 119.79 kerb 118.21 sp 118.62 stone wall 120.45 119.46 120.51 tarmac footpath 118.59 119.38 0.82 3.7 119.58 120.45 120.12 120.46 stone wall 118.69 +116.50

119.19 Mini Bus Overall Length 6.330m 119.58 Overall Width 2.192m +116.80 Overall Body Height 2.601m EP Min Body Ground Clearance 0.374m Track Width 2.192m Lock to lock time 4.00s Car Parking Kerb to Kerb Turning Radius 6.450m (32 Spaces) +117.60

+116.70 302525E 302400E 302425E 302450E 302475E 302500E

+120.20

Cycle Drop off zone 191100N Parking Drop-off

MAIN ENTRANCE +118.50

+116.80

Refuse Store

DAY CENTRE Patio ENTRANCE LGF +122.50 +116.95

+116.90

Washing Drying LARGE CAR

brick wall

116.38 116.29

117.35 116.42 117.03 100 IL 115.72 116.60 steps IL 113.65 114.18 kerb 100 IL 110.26 117.34 116.80 116.54 116.27 116.40 st 115.96 116.29 114.45 116.26 116.52 112.22 ~300 116.90 118.25 113.89 116.17 113.38 118.22 117.00 116.60 115.95 116.91 116.18 117.07 116.05 w 117.27 shed stone wall steps tarmac footpath G113.41 112.92 225 116.57 116.06 114.33 N 117.25 117.14 116.79 116.49 drop kerb B2 tarmac 112.79 112.04 116.16 115.97 114.44 CL 117.18 grass 114.429 113.65 water 112.27 150 117.12 116.31 stone wall CL 113.75 112.66 IL 115.93 117.25 duct 116.70 113.73 113.19 cover 100 116.18 116.17 elp 113.84 IL ~112.25 116.48 116.92 116.63 o/h telecom 116.27 119.57 117.22 119.12 116.89 STEP 100 116.65 116.32 120.38 CL 116.98 116.57 115.14 118.51 CL 117.01 116.36 112.52 kerb 117.17 117.14 tarmac footpath kerb UTL (c) 225 120.47 IL 116.07 117.32 114.27 cable 100fws 100fws 117.26 IL 115.29 duct 115.32 depth taken through fh grass 118.55 DPC

100 gas block paving 117.24 IL(a) 115.39 116.15 sign 116.51 113.49 112.70 CL 112.46 225 (a) 116.64 116.13 key hole

stone wall 2.3h

gas 118.26 brick wall G 115.95 115.18 G 112.73 tarmac footpath 115.98 119.55 119.65 118.28 117.04 tarmac footpath 116.00 113.63 113.48 G 120.79 box 115.93 fws Mini Bus Z300 brick & stone wall grass grass 115.98 tarmac 112.81 112.64 118.67 gas G115.96 115.57 G kerb 113.682

116.23 113.76 kerb 120.00 118.98 118.01 CL 116.05 114.00 113.96 112.80 120.77 kerb 112.76 191125N 121.18 115.88 115.00 113.71 121.21 119.34 IL ~114.52 sp BT st 117.04 UTL 119.60 116.10 114.28 113.01 113.00 121.19 118.88 112.86 123.32 120.05 G 117.08 depth taken through 114.52 BT tp 121.27 tarmac CL 116.09 G kerb tarmac footpath 112.82 tarmac footpath 120.87 114.94 Z3 sws key hole 114.11 121.49 119.74 117.92 IL ~114.62 116.07 114.77 control kerb 114.531 225fws gas 116.12 UTL 114.91 114.40 stone wall box stone wall 115.08 tarmac footpath CL 112.87 112.91 121.05 brick wall 118.70 116.33 depth taken through 120.39 elp sws 112.91IL 111.65 120.91 118.71 115.37 225fws G key hole 114.83 113.12 tarmac footpath 116.97 sws Z1 120.95 119.67 115.67 121.08 G kerb 115.25 120.828 120.79 sign 120.05 117.58 115.91 sp 120.48 115.93 120.96 120.73 120.17 115.99 115.62 118.28 120.64 115.97 tarmac footpath kerb tarmac CL 118.32 sv 120.64 118.82 115.94 IL 116.97 115.92 Z2 P2 30.07.21 PAC submission ME GS 225sws kerb 115.86 116.09 T6 119.37 225sws 116.20 stone wall 120.46 117.00 st 116.08 116.204 119.87 tarmac 120.29 116.80 kerb P1 13.04.21 Preliminary issue ME GS 120.47 150 150 tarmac footpath 120.86 118.00 water 120.58 118.26 G 117.64 116.20 119.00 kerb 116.26 120.44 120.33 118.13 Rev Date Description By Apvd 120.20 116.83 stone wall 116.24 116.38 121.04 116.37 116.35 stone wall kerb drop tarmac footpath G 120.80 120.44 control 117.56 119.99 kerb 118.44 120.73 kerb 119.38 119.28 118.84 drop box elp Substation 119.79 kerb 118.21 sp 118.62 stone wall PROJECT: 120.45 119.46 120.51 tarmac footpath 118.59

119.38 119.58 DAN Y MYNYDD EXTRA CARE 120.45 120.12 120.46 stone wall 118.69 +116.50

119.19

119.58 +116.80 TITLE: EP CAR PARK VEHICLE TRACKING SHEET Car Parking 2 OF 2 (32 Spaces) +117.60

CLIENT: +116.70 RHONDDA CYNON TAFF 302525E 302400E 302425E 302450E 302475E 302500E

+120.20

Cycle Drop off zone 191100N SCALE@A1: Parking Drop-off 1:200

PROJECT REF: MAIN ENTRANCE 20276 +118.50 DRAWING No: REV: 0901 P2 Revision Referencing +116.80 P = Preliminary A = Approval T = Tender C = Construction

Refuse Store

DAY CENTRE Patio ENTRANCE LGF +122.50 +116.95

+116.90

Washing Drying MINI BUS Bristol, Cardiff, Plymouth, Winchester jubb.uk.com 2A Oak Tree Court, Cardiff Gate Business Park, Cardiff +44(0)292 052 4444 Proposed Extra Care Home Development Bronwydd Avenue, Porth

Appendix D TRICS Report

20276-TS-V1 29 TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 1 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

Calculation Reference: AUDIT-829401-210325-0307 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 05 - HEALTH Category : L - CARE HOME (SPECIFIC CONDITION) TOTAL VEHICLES

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE WY WEST YORKSHIRE 1 days 08 NORTH WEST GM GREATER MANCHESTER 1 days

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

Primary 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 residents Actual Range: 34 to 48 (units: ) Range Selected by User: 9 to 58 (units: )

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 04/10/17

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 1 days Wednesday 1 days Thursday 2 days

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

Selected survey types: Manual count 4 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) 3 Edge of Town 1

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 4

Secondary Filtering selection:

Use Class: C 2 4 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 500m Range: All Surveys Included TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 2 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

Secondary Filtering selection (Cont.):

Population within 1 mile: 5,001 to 10,000 1 days 20,001 to 25,000 3 days

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

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

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.5 or Less 1 days 0.6 to 1.0 3 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: No 4 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 4 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 3 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

LIST OF SITES relevant to selection parameters

1 GM-05-L-01 CARE HOME GREATER MANCHESTER LEA VIEW OLDHAM ROYTON Edge of Town Residential Zone Total Number of residents: 4 1 Survey date: THURSDAY 22/10/15 Survey Type: MANUAL 2 HC-05-L-01 CARE HOME HAMPSHIRE BEACH ROAD HAYLING ISLAND

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 3 4 Survey date: MONDAY 23/11/15 Survey Type: MANUAL 3 LN-05-L-01 CARE HOME LINCOLNSHIRE ALTHAM TERRACE LINCOLN

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 4 8 Survey date: WEDNESDAY 04/10/17 Survey Type: MANUAL 4 WY-05-L-01 CARE HOME WEST YORKSHIRE NORTH PARK ROAD BRADFORD

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 4 0 Survey date: THURSDAY 13/12/12 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 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 4 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

TRIP RATE for Land Use 05 - HEALTH/L - CARE HOME (SPECIFIC CONDITION) TOTAL VEHICLES Calculation factor: 1 RESIDE BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days RESIDE Rate Days RESIDE Rate Days RESIDE 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 1 41 0.073 1 41 0.024 1 41 0.097 07:00 - 08:00 4 41 0.092 4 41 0.018 4 41 0.110 08:00 - 09:00 4 41 0.080 4 41 0.037 4 41 0.117 09:00 - 10:00 4 41 0.055 4 41 0.031 4 41 0.086 10:00 - 11:00 4 41 0.055 4 41 0.031 4 41 0.086 11:00 - 12:00 4 41 0.049 4 41 0.055 4 41 0.104 12:00 - 13:00 4 41 0.074 4 41 0.086 4 41 0.160 13:00 - 14:00 4 41 0.123 4 41 0.067 4 41 0.190 14:00 - 15:00 4 41 0.092 4 41 0.129 4 41 0.221 15:00 - 16:00 4 41 0.098 4 41 0.141 4 41 0.239 16:00 - 17:00 4 41 0.055 4 41 0.123 4 41 0.178 17:00 - 18:00 4 41 0.025 4 41 0.061 4 41 0.086 18:00 - 19:00 4 41 0.074 4 41 0.049 4 41 0.123 19:00 - 20:00 4 41 0.031 4 41 0.074 4 41 0.105 20:00 - 21:00 4 41 0.018 4 41 0.043 4 41 0.061 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.994 0.969 1.963

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.

The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 34 - 48 (units: ) Survey date date range: 01/01/12 - 04/10/17 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 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 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 1 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

Calculation Reference: AUDIT-829401-210325-0352 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 05 - HEALTH Category : F - CARE HOME (ELDERLY RESIDENTIAL) TOTAL VEHICLES

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days WG WOKINGHAM 1 days 04 EAST ANGLIA SF SUFFOLK 1 days 05 EAST MIDLANDS DS DERBYSHIRE 1 days 06 WEST MIDLANDS WK WARWICKSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days 08 NORTH WEST GM GREATER MANCHESTER 1 days LC LANCASHIRE 1 days 09 NORTH TW TYNE & WEAR 1 days 11 SCOTLAND SR STIRLING 1 days

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

Primary 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 residents Actual Range: 17 to 70 (units: ) Range Selected by User: 17 to 180 (units: )

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 02/05/19

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 1 days Tuesday 4 days Wednesday 2 days Thursday 2 days Friday 1 days

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

Selected survey types: Manual count 10 days Directional ATC Count 0 days

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

Selected Location Sub Categories: Residential Zone 9 No Sub Category 1

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. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 2 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

Secondary Filtering selection:

Use Class: C 2 10 days

Population within 500m Range: All Surveys Included Population within 1 mile: 1,000 or Less 1 days 5,001 to 10,000 3 days 10,001 to 15,000 1 days 15,001 to 20,000 1 days 20,001 to 25,000 1 days 25,001 to 50,000 3 days

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

Population within 5 miles: 25,001 to 50,000 2 days 75,001 to 100,000 1 days 125,001 to 250,000 3 days 250,001 to 500,000 4 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 3 days 1.1 to 1.5 6 days 1.6 to 2.0 1 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: No 10 days

PTAL Rating: No PTAL Present 10 days

LIST OF SITES relevant to selection parameters

1 DS-05-F-01 NURSING HOME DERBYSHIRE 29 VILLAGE STREET DERBY

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 7 0 Survey date: TUESDAY 21/10/14 Survey Type: MANUAL 2 GM-05-F-03 NURSING HOME GREATER MANCHESTER HALIFAX ROAD ROCHDALE

Edge of Town Residential Zone Total Number of residents: 3 0 Survey date: WEDNESDAY 29/05/13 Survey Type: MANUAL 3 HC-05-F-01 CARE HOME HAMPSHIRE BOTLEY ROAD SOUTHAMPTON

Edge of Town No Sub Category Total Number of residents: 4 2 Survey date: TUESDAY 24/11/15 Survey Type: MANUAL 4 LC-05-F-02 NURSING HOME LANCASHIRE LYTHAM ROAD BLACKPOOL SQUIRES GATE Edge of Town Residential Zone Total Number of residents: 3 1 Survey date: TUESDAY 27/09/16 Survey Type: MANUAL 5 NY-05-F-05 NURSING HOME NORTH YORKSHIRE SEAGRIM CRESCENT RICHMOND

Edge of Town Residential Zone Total Number of residents: 3 7 Survey date: MONDAY 04/03/19 Survey Type: MANUAL 6 SF-05-F-01 CARE HOME SUFFOLK COLCHESTER ROAD IPSWICH

Edge of Town Residential Zone Total Number of residents: 1 7 Survey date: FRIDAY 18/09/15 Survey Type: MANUAL 7 SR-05-F-01 NURSING HOME STIRLING PERTH ROAD DUNBLANE

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 6 0 Survey date: WEDNESDAY 18/06/14 Survey Type: MANUAL 8 TW-05-F-03 NURSING HOME TYNE & WEAR MOORE STREET GATESHEAD FELLING SHORE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 5 2 Survey date: THURSDAY 02/05/19 Survey Type: MANUAL 9 WG-05-F-01 NURSING HOME WOKINGHAM BARKHAM ROAD WOKINGHAM

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 5 8 Survey date: TUESDAY 20/11/12 Survey Type: MANUAL TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 4 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

LIST OF SITES relevant to selection parameters (Cont.)

10 WK-05-F-01 NURSING HOME WARWICKSHIRE CLARENDON SQUARE LEAMINGTON SPA

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of residents: 3 2 Survey date: THURSDAY 25/10/12 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 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 25/03/21 Page 5 JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401

TRIP RATE for Land Use 05 - HEALTH/F - CARE HOME (ELDERLY RESIDENTIAL) TOTAL VEHICLES Calculation factor: 1 RESIDE BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days RESIDE Rate Days RESIDE Rate Days RESIDE 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 10 43 0.103 10 43 0.044 10 43 0.147 08:00 - 09:00 10 43 0.070 10 43 0.061 10 43 0.131 09:00 - 10:00 10 43 0.086 10 43 0.035 10 43 0.121 10:00 - 11:00 10 43 0.079 10 43 0.063 10 43 0.142 11:00 - 12:00 10 43 0.056 10 43 0.075 10 43 0.131 12:00 - 13:00 10 43 0.079 10 43 0.065 10 43 0.144 13:00 - 14:00 10 43 0.121 10 43 0.084 10 43 0.205 14:00 - 15:00 10 43 0.114 10 43 0.149 10 43 0.263 15:00 - 16:00 10 43 0.103 10 43 0.145 10 43 0.248 16:00 - 17:00 10 43 0.058 10 43 0.105 10 43 0.163 17:00 - 18:00 10 43 0.047 10 43 0.072 10 43 0.119 18:00 - 19:00 10 43 0.044 10 43 0.049 10 43 0.093 19:00 - 20:00 10 43 0.047 10 43 0.040 10 43 0.087 20:00 - 21:00 10 43 0.040 10 43 0.054 10 43 0.094 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.047 1.041 2.088

Parameter summary

Trip rate parameter range selected: 17 - 70 (units: ) Survey date date range: 01/01/12 - 02/05/19 Number of weekdays (Monday-Friday): 10 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0