Transport Statement Harmoni Homes

FEBRU2021 ARY

Lime Transport Ltd 5A Andrews Buildings Stanwell Rd Penarth, CF64 2AA t: 02920 700924 e: [email protected] www.limetransport.com

Project no. 21002 Document ref. 21002 d1 Prepared by ECC Checked by ABR Status Final Date 22 February 2021

Table of contents

1 Introduction ...... 3 1.1 Background ...... 3 1.2 Development proposals ...... 4 1.3 Purpose of the report ...... 4 2 Existing situation and accessibility ...... 5 2.2 Site location ...... 5 2.3 Connectivity ...... 6 2.4 Personal injury collisions ...... 11 2.5 Local highway network ...... 12 3 Development proposals ...... 13 3.2 Access ...... 14 3.3 Active Travel ...... 15 3.4 Delivery and servicing ...... 15 4 Car parking ...... 18 4.2 Parking policy and parking standards ...... 18 4.3 Sustainability ...... 19 4.4 Cycle parking provision ...... 21 5 Trip generation ...... 22 5.1 Introduction ...... 22 5.2 Extant use ...... 22 5.3 Proposed development ...... 23 5.4 Potential impact ...... 24 6 Conclusions ...... 25 6.1 Introduction ...... 25 6.2 Development proposals ...... 25 6.3 Parking ...... 26 6.4 Trip generation ...... 26 6.5 Conclusion ...... 26

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Figures Figure 1.1 Site location Figure 2.1 Local highway network Figure 2.2 Local amenities within walking distance Figure 2.3 Cycle routes within the vicinity of the site Figure 2.4 Local bus routes Figure 2.5 Location and severity of personal injury collisions Figure 3.1 Proposed ground floor plan Figure 3.2 Proposed access arrangements Figure 3.2 Location of refuse storage points

Appendices

Appendix A Visibility splay at site access onto Bedwas Road Appendix B Swept-path analysis: Volkswagen Touran Appendix C Swept-path analysis: 10.5m refuse vehicle Appendix D Swept-path analysis: 7.9m fire tender Appendix E TRICS 7.7.4: Industrial units Appendix F TRICS 7.5.3: Affordable/local authority houses

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1 Introduction

1.1 Background

1.1.1 Lime Transport has been commissioned by Harmoni Homes to produce a Transport Statement in support of a planning application for 31 dwellings on a brownfield site to the north-west of Bedwas Road, Caerphilly.

1.1.2 The site location is shown in Figure 1.1 below.

Figure 1.1 Site location

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1.2 Development proposals

1.2.1 The development site currently consists of commercial garages with a total floor area of approximately 1,000m2 (Use Class B2 General Industrial). As part of the re-development it is proposed to demolish the existing commercial units, construct 31 new dwellings with associated car and cycle parking, and improve the existing access on to the B4600 Bedwas Road.

1.3 Purpose of the report

1.3.1 The purpose of this Transport Statement is to assess the transport characteristics of the proposed development and consider any impact on the surrounding highway network. The report is structured as follows:

• Section 2 describes the accessibility of the site, provides a description of the highway network and reviews personal injury accident data within the study area; • Section 3 set outs the development proposals including parking provision and access arrangements; • Section 4 sets out a justification for the level of parking proposed; • Section 5 predicts the likely travel characteristics for the extant use on the site, as well as the proposed development, including trip generation for all modes; and, • Section 6 sets out the conclusions of the report.

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2 Existing situation and accessibility

2.1.1 This section of the report describes the site location, connectivity and the local highway network within the vicinity of the proposed development.

2.2 Site location

2.2.1 The site is located north-east of Caerphilly town centre, within the County Borough of Caerphilly. The site is bounded by:

• Virginia Park to the north; • Residential dwellings fronting Hazel Grove to the east; • The service lane to the rear of residential dwellings fronting the B4600 Bedwas Road, to the south; and, • Land to the north of Meadowland to the west. 2.2.2 The location of the site together with the local road network is shown in Figure 2.1 below.

Contains Ordnance Survey data © Crown copyright and database right (2018) Figure 2.1 Local highway network 2.2.3 The development site is currently occupied with commercial garages with a total floor area of approximately 1,000m2 with access being gained via the unnamed road from the B4600, Bedwas Road.

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2.3 Connectivity

Walking

2.3.1 Walking can provide health, economic and environmental benefits and the site is highly accessible by walking. Crescent Road has a footway on both sides of the carriageway, which provides a link between the site and the amenities in the immediate area.

2.3.2 The site is within easy walking distance of a range of local facilities, including a well-established town centre. The town centre can be accessed B4600 Bedwas Road, which has a dedicated cycleway/footpath along the southern side of the carriageway.

2.3.3 There is a signalised crossing (across the B4600 Bedwas Road) located approximately 100m south of the access. In addition, dropped kerbs and tactile paving are provided at major junctions along the route between the site and the town centre. There is also a formalised pedestrian crossing at the B4600/Castle Street gyratory.

2.3.4 The Chartered Institution of Highways and Transportation (CIHT) guidelines ‘Providing for Journeys on Foot’ indicates that the desirable walking distance for commuting and school journeys is 500m, the acceptable walking distance is 1km and 2km is the preferred maximum.

2.3.5 The CIHT guidelines indicate that the desirable walking distance for ‘Elsewhere’, including local amenities, is 400m, the acceptable walking distance is 800m and 1.2km is the preferred maximum.

2.3.6 Figure 2.2 below shows a distance of 1,200m, from the centre of the site, with local amenities within walking distance.

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Contains Ordnance Survey data © Crown copyright and database right (2018) Figure 2.2 Local amenities within walking distance 2.3.7 A convenience store is located at the junction to the site access, approximately 50m south-east of the proposed development. Furthermore, the site is located approximately 600m east of Caerphilly town centre, which is the largest town in Caerphilly County Borough with extensive retail, leisure and entertainment facilities. Caerphilly has two distinct types of shopping districts, including Castle Court Shopping Centre with a wide variety of multiple retailers and the more traditional shopping available along Castle Road.

2.3.8 Local residents benefit from a library and community facilities in the centre of town. There are numerous A3 uses throughout the town, as well as health facilities including pharmacies and opticians, complemented by A2 uses. The facilities available within walking distance of the site include:

• Banks • Medical centre • Professional services • Retail (convenience goods); • Pharmacy • Education facilities • Post office • Dentists • A local library • Pubs, cafes, restaurants, take- • Places of • Supermarkets aways worship

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Cycling

2.3.9 The site is located within close proximity to National Cycle Network (NCN) 4 which runs along the southern side of Bedwas Road and provides an off-road connection to Caerphilly town Centre to the west. NCN 4 provides a network of traffic-free cycle routes in and around Caerphilly, and connects to Newport (to the east) and Cardiff (to the south). NCN 4 connects to NCN 475 within Caerphilly, which provides connections to Abertridwr (to the north-west).

2.3.10 The cycle route within close proximity of the site are shown in Figure 2.3 below.

Contains Ordnance Survey data © Crown copyright and database right (2018) Figure 2.3 Cycle network within vicinity of site 2.3.11 Caerphilly also has a dedicated local cycle networks, as shown in the Figure 2.3 above, which pass the site along Crescent Road and provide connections to A468 to the north. Cycle trails are also available throughout and around the grounds of Caerphilly Castle.

Bus services

2.3.12 The nearest bus stop to the site is located adjacent to convenience store along Bedwas Road, approximately 50m south-east of the proposed development. Figure 2.4 below shows the local bus services surrounding the site and Table 2.2 highlights the services operating at the bus stops within close proximity of the site.

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Contains Ordnance Survey data © Crown copyright and database right (2018)

Figure 2.4 Local bus services

Table 2.2 Summary of local bus routes Frequency Bus stop Per hour Route distance Route Monday – Saturday no. to site (expect bank (m) holidays) Pendragon House, Caerphilly 4 (6am – 7pm) 50 50 Newport - Caerphilly - Ystrad Mynach - Bargoe 1 (7pm – 11pm 5 (6am – 6pm) A 50 Graig-y-Rhacca - Trethomas - Bedwas - Caerphill 1 (6pm – 11pm)

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Table 2.2 (cont’d) Summary of local bus routes Frequency Bus stop Per hour Route distance Route Monday – Saturday no. to site (expect bank (m) holidays) Lansbury Park (adjacent to Snowden Court) F 380 Caerphilly - Lansbury Park - Mornington Meadows - Caerphilly South Gate Square, Bus and Coach Station 1500 2 (6am – 6pm) 26 Markham - Blackwood - Ystrad Mynach - Caerphilly - Cardiff 1 (6pm – 9pm 1500 2 (6am – 5pm) 25 Caerphilly - UHW Heath Hospital - Cardiff - Cardiff Bay 1 (5pm – 7pm) 1500 Blaencwm/Blaenrhondda - Porth - Pontypridd - Parc Nantgarw 3 (6am – 7pm) 120 - Caerphilly 1 (7pm – 11pm 1500 5 (6am – 6pm) B Senghenydd - Abertridwr - Trecenydd - Caerphilly 1 (6pm – 11pm) 1500 3 (7am – 6pm) C Caerphilly - Mill Road - Penyrheol 1 (7pm – 11pm) D 1500 Caerphilly - Mill Road - Penyrheol 1 (8am – 5pm) 2 (7am – 6pm) Caerphilly - Ystrad Mynach - Cefn Hengoed - Bargoed 1 (6pm – 11pm) C9 1500 2 (7am – 6pm) Bargoed - Cefn Hengoed - Ystrad Mynach - Caerphilly 1 (6pm – 11pm) 1 (8am – 6pm) C16 1500 Caerphilly - Ystrad Mynach - Gelligaer - Nelson 1 (6pm – 11pm) Caerphilly - Ystrad Mynach - Gelligaer - Bargoed 1 (7am – 6pm) C17 1500 Bargoed - Gelligaer - Ystrad Mynach - Caerphill 1 (7am – 6pm) Caerphilly - Mill Road - Abertridwr - Senghenydd 1 (9am – 5pm) E 1500 Senghenydd - Abertridwr - Mill Road - Caerphill 1 (9am – 5pm) F 1500 Caerphilly - Lansbury Park - Mornington Meadows - Caerphilly 2 (8am – 6pm) Caerphilly - Churchill Park 1 (7am – 5pm) G 1500 Churchill Park - Caerphilly 1 (8am – 5pm) Caerphilly - Tesco - Bedwas - Trethomas - Graig-y-Rhacca 1 (8am – 6pm) H 1500 Graig-y-Rhacca - Trethomas - Bedwas - Tesco - Caerphilly 1 (7am – 5pm) Caerphilly - Van - Rudry - Draethen – Waterloo 1 (7am – 6pm) J 1500 Draethen - Waterloo - Rudry - Van - Caerphilly 1 (7am – 6pm) K 1500 Caerphilly - Trecenydd - Hendredenny - Caledfryn 1 (9am – 6pm) Caerphilly - Heol Trecastell - Nantddu - Glenfields - Bryncenydd L 1500 1 (9am – 4pm) - Caerphilly

2.3.13 It can be seen from the table and figure above that the development is located within easy walking distance of regular, frequent bus services. These provide good public transport access to the amenities and facilities within the surrounding area, including Caerphilly Rail and Bus interchange.

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Rail services

2.3.14 Caerphilly train station, the closest train station to the site, is located approximately 1.5km south-west of the proposed development and is managed by Transport for Wales. The station has storage for up to 10 bicycles, and 222 car parking spaces, which are free of charge for rail users.

2.3.15 Caerphilly train station provides regular connections to the surrounding area, including Lisvane, Heath High Level, Cardiff Queen Street, Cardiff Central and Penarth to the south, and Llanbradach, Ystrad Mynach, Bargoed and Rhymney to the north. Approximately four trains an hour run to Cardiff Central (6am-10pm), and four an hour to the north. The journey time from Caerphilly train station to Cardiff Central is under 20 minutes.

2.4 Personal injury collisions

2.4.1 Personal injury collision data has been obtained for the most recent five-year period, from 2015 to 2019 (inclusive), within the study area along the B4600. The location and severity of collisions within the vicinity of the site are shown in Figure 2.5 below.

Figure 2.5 Location and severity of personal injury collisions 2.4.2 It can be seen from the diagram above that three collisions occurred on the B4600 Bedwas Road north of the site access, and all resulted in slight injuries being sustained. These collisions occurred in 2019, 2017 and 2016, and did not involve any vulnerable users.

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2.4.3 The development is predicted to generate a low level of traffic and it is, therefore, considered that there is no particular highway safety issue that would be exacerbated by the proposed development.

2.5 Local highway network

Table 2.3 Description of the local highway network Description Bedwas Road, Caerphilly A single carriageway distributor road, providing access to Caerphilly town Description centre to the west and A468 to the north. Width Approximately 7.5m in the vicinity of the site access Speed limit 30mph Street lighting Yes Yes, signalised pedestrian crossing (dropped kerb and tactile paving) is Crossing located approximately 100m south of the site access, which connects the facilities western side of Bedwas Road with the shared off-road cycleway-footway (NCN 4) along the eastern side of the carriageway. Bus route Yes Surrounding the site access, Bedwas Road has residential street frontage and local amenities along the western side of the carriageway, with open Character space and a shared off-road cycleway-footway (NCN 4) along the eastern side of the carriageway. On-street Double yellow lines are located at junctions to residential development parking and at bus stops along the length of the road.

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3 Development proposals

3.1.1 The re-development of the site will involve the demolition of the existing buildings on the site and the construction of 31 affordable dwellings comprising:

• 6 x three-bedroom houses; • 6 x two-bedroom houses; • 4 x four-bedroom houses; • 15 one and two-bedroom flats; • Cycle storage; • Associated car parking; and, • Bin storage points. 3.1.2 The proposed site layout is shown in Figure 3.1 below.

Figure 3.1 Proposed site layout

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3.2 Access

3.2.1 Vehicle access to the site will be gained via the existing unnamed lane leading to Bedwas Road, which meets Bedwas Road at a simple priority junction. The existing lane is approximately 7.3m wide, with a footway (of varying width) on both sides of the carriageway.

3.2.2 As part of the redevelopment of the site it is proposed to improve the access to the site, as set out below:

• Change the priority along of the access lane to give priority to vehicles travelling to/from the proposed development; and, • Provide build-outs on to the B4600 to ensure full-visibility can be achieved in both directions along the road. 3.2.3 The proposed access arrangements are set out in Figure 3.2 below.

Figure 3.2 Proposed access arrangements 3.2.4 The main route through the site has been designed in accordance with Manual for Streets, with a 5.5m wide carriageway and a 2.0m wide footway on both sides of the carriageway.

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3.2.5 Swept path analysis has been carried out, as presented in Appendix B, which shows that a medium sized vehicle (based on a Volkswagen Touran) can successfully access the proposed development via the existing access from Bedwas Road, manoeuvre throughout the car parking spaces and exit the site in a forward gear.

Visibility

3.2.6 The required visibility splay (i.e. 2.4m by 43m) at the junction access onto Bedwas Road, is presented in Appendix A.

3.3 Active Travel

Pedestrians

3.3.1 As part of the re-development of the site, it is proposed to provide a 2m pedestrian footway along both sides of the carriageway to connect to the existing footway provision along the lane leading to Bedwas Road.

3.3.2 Dropped kerbs and tactile paving will be located at the new junction with the unnamed road, which will provide a safe route for pedestrians to Bedwas Road and connections to the wider transport network, local amenities and facilities.

Cyclists

3.3.3 As outlined in section 2.0 above, NCN 4 is located along the eastern side of Bedwas Road, which can be access from the existing formal signalised junction along Bedwas Road, approximately 100m south of the access junction.

3.4 Delivery and servicing

Refuse

3.4.1 It is anticipated that residential refuse will be collected on street (from within the development), with residents placing their refuse on the kerb-side on the allotted collection day. Individual bin stores will be provided for each of the houses, and a separate, dedicated bin store will be provided for the residential flats.

3.4.2 The location of refuse collection points is shown in Figure 3.3 below.

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Figure 3.3 Location of refuse collection points for flats 3.4.3 A swept-path analysis of a 10.5m refuse vehicle successfully manoeuvring through the site is outlined in Appendix C.

Fire access

3.4.4 As stated in the Fire safety The Building Regulations (2010), adopted by Caerphilly County Council, all small buildings (those of up to 2000m2) with a top story up to 11m above ground level, should have vehicle access for a high reach pump appliance to either:

• 15% of the perimeter; or, • Within 45m of every point on the projected plan area of the building 3.4.5 Fire access to the development will be gained via the existing access from Bedwas Road. Swept- path analysis has been undertaken to demonstrate that a 7.9m fire tender can manoeuvre through the site safely and access each property, as shown in Appendix D.

Servicing

3.4.6 Research suggests that residential dwellings typically generate up to 10 deliveries per 100 dwellings per day. It is, therefore, reasonable to suggest that the proposed dwellings will generate fewer than three deliveries a day, which is unlikely to have an adverse impact on the surrounding highway network.

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3.4.7 Deliveries to the proposed development access the site via Bedwas Road, in the same manner to that for the existing industrial use. This will include small vehicles such as 3.5t light vehicles, for delivering items such as post, internet shopping and supermarket deliveries, together with larger deliveries.

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4 Car parking

4.1.1 As part of the development it is proposed to provide a total of 43 car parking spaces on site, with a mix of on-plot parking spaces for the houses and a parking court for the flats.

4.1.2 This section of the report considers a number of factors to demonstrate that the proposed parking on-site is the optimum level and will accommodate the needs of the residents, promote the use of sustainable travel modes and use land efficiently, including:

• Policy context; • Sustainability of the site’s location; • Car ownership characteristics; and, • Nature of development

4.2 Parking policy and parking standards

4.2.1 Parking standards are guidelines that form a consistent basis for discussion between developers applying for permission and the Local Planning Authority. It is recognised that situations arise where local circumstances justify a variation from the standards. It is important to consider local car ownership data, access to local facilities and the availability of alternative means of travel when determining the appropriate level of parking. The site is based in a sustainable location with access to both local facilities, public transport and within easy walking distance of a well-established town centre.

National policy

4.2.2 Parking standards should take account of local factors and sustainability issues and aim to achieve a common approach to parking provision. The rationale is to achieve sufficient parking to avoid the need for vehicles to park on-street, and potentially cause obstruction, congestion, danger and visual intrusion. Planning Policy Wales states that parking provision is a major influence on the choice of means of transport and local authorities should ensure that developments provide lower levels of parking than have generally been achieved in the past.

4.2.3 In relation to parking, PPW states that:

‘Car parking provision is a major influence on the choice of means of transport and the pattern of development. Local authorities should ensure that new developments provide lower levels of parking than have generally been achieved in the past. Minimum parking standards are no longer appropriate. Local authorities should develop an integrated strategy on parking to support the overall transport and locational policies of the development plan.’

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Local policy

4.2.4 Caerphilly County Borough Council Car Parking Supplementary Planning Guidance (SPG) identifies how the CSS Wales – Wales Parking Standards 2014 will be applied across the county borough.

4.2.5 The Standards refer to TAN18, which states that in determining maximum car parking standards for new development, regard should be given to public transport accessibility; opportunities for walking and cycling and potential for neighbouring mixed-use development to share parking. Consideration needs to be given to the impact of on-street parking to free flow of traffic, road safety hazards and the reduction in amenity for residents, who have to compete for available spaces.

4.2.6 The site is located within Parking Zone 3, Urban, which is described as being ‘very much part of a substantial built up area with a number of basic local facilities within 400m walking distance. A range of bus routes offering up to 6 buses per hour, the range of destinations offering practical access to most but not all essential facilities.’ The standards do not, however, differentiate between tenure of housing despite there being significant evidence demonstrating that affordable housing is characterised by lower car ownership rates than private housing.

4.2.7 The aim of the policy is to ensure that sufficient parking is provided for developments. In assessing the parking requirements of a particular development, the planning authority will need to take into account a number of factors including accessibility to and services provided by the public transport system; accessibility by walking and cycling; existing and possible future congestion on street and accessibility to and availability of parking. Some degree of flexibility may be applied depending on the local circumstances of any particular site and the impact of any unallocated on-street parking.

4.2.8 The Standards also state that ‘for developments where clear evidence has been supplied that car ownership levels will be lower than normal, a more flexible approach to numbers of parking spaces may be taken’.

4.3 Sustainability

4.3.1 As set out in the Caerphilly County Borough Council Car Parking SPG a reduction in parking requirement for residential units can be achieved for sites that meet a certain criteria in terms of waking distance to local facilities, public transport, cycle routes and frequency of local public transport. Table 4.1 below highlights the results of the sustainability criteria for the proposed development.

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Table 4.1 Sustainability criteria Maximum walking Sustainability Sustainability criteria distance points Local facilities 400m 2 points Access to two or more local facilities Public transport 300m 3 points Access to bus stop or railway station Cycle routes 200m 1 point Access to a cycle route Frequency of Public Transport Bus service within 800m walking distance which operated consistently between Every 20 minutes 2 points 7am and 7pm Total 7 points 4.3.2 It can be seen from Table 4.1 above, and outlined in chapter two, that the proposed development has good access to frequent bus route that operate throughout the day. The site scores a total of 7 sustainability points, which results in a reduction of one car parking space per dwelling.

4.3.3 Therefore, based on the results of the sustainability assessment, Table 4.2 below sets out the car parking standards in accordance with the adopted Caerphilly County Borough Council Parking Standards, including a reduction to reflect the sustainability of the site, and the proposed provision for the site.

Table 4.2 Car parking provision Car parking Required Proposed No. of standard based No. of dwelling parking parking bedrooms on sites provision provision sustainability 1-bed 15 1 15 17 2-bed 6 1 6 6 3-bed 6 2 12 12 4-bed 4 2 8 8 1 space per Visitors 31 6 6* 5 units 47 49

* visitor parking will be accommodated on-street 4.3.4 It can be seen from the table above that the level of parking proposed is in accordance with the adopted parking standards, with 43 residential parking spaces and an additional 6 visitor parking spaces.

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4.4 Cycle parking provision

4.4.1 Table 4.3 below sets out the cycle parking provision in accordance with the adopted car parking standards SPG.

Table 4.3 Cycle parking standards for residential new builds within zones 2-6 Total Total parking Residents Visitors parking requirement provision 1 stand per 5 No Cycle 12 12 bedrooms requirement

4.4.2 It can be seen from Table 3.5 above that the proposed development will provide cycle parking in accordance with the Caerphilly cycle parking standards.

4.4.3 In accordance with DQR, the proposed houses will be provided with secure storage for bicycles on plot. The apartments will also be provided with secure bike standards, conveniently located within close proximity to the main pedestrian access to the flats.

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5 Trip generation

5.1 Introduction

5.1.1 In order to assess the impact of the proposed development on the existing transport infrastructure, it is necessary to assess the number of person trips (by mode) generated by the proposals. This section, therefore, outlines the methodology used to predict person trip generation for both the existing use and the proposed development.

5.2 Extant use

5.2.1 The site currently of consists of industrial units, with a total footprint of approximately 998m2.

5.2.2 The TRICS (v.7.7.4) trip generation database has been reviewed in order to predict the trip generated by the existing development. Sites have been selected with the following parameters:

• Land use: Employment – Industrial unit; • Survey type: Multi-modal; • Survey days: Tuesday – Thursday; • Gross floor area: 1,880 to 80,000 (units: m2); • Selected locations: Edge of town centre, neighbourhood centre, out of town; • Regions selected: All excluding Greater London and Ireland; 5.2.3 A total of four sites have been selected and the daily arrival and departure profile for these sites is summarised in Table 5.1 below and set out in full in Appendix E. It should be noted that average trip rates have not been used as there are insufficient sites within the database to obtain 85th percentile trip rates.

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Table 5.1 Person trip generation: Industrial unit Arrival No. of Depart No. of Total Total no. Time period trip rate arrivals trip rate departs trip rate of trips Total persons 8am-9am 0.264 3 0.025 0 0.289 3 5pm-6pm 0.083 1 0.309 3 0.392 4 7am-7pm 2.793 28 1.957 20 4.75 48 Pedestrians 8am-9am 0.007 0 0.001 0 0.008 0 5pm-6pm 0.001 0 0.001 0 0.002 0 7am-7pm 0.075 1 0.045 0 0.12 1 Public transport users 8am-9am 0.013 0 0.003 0 0.016 0 5pm-6pm 0.042 0 0.028 0 0.07 1 7am-7pm 0.412 4 0.392 4 0.804 8 Vehicles 8am-9am 0.22 2 0.021 0 0.241 2 5pm-6pm 0.029 0 0.235 2 0.264 3 7am-7pm 1.914 19 1.25 13 3.164 32 5.2.4 It can be seen from the table above that the extant uses are likely to generate a total of 48 person trips (two-way) throughout the day (7am-7pm).

5.2.5 It is likely driving is the preferred mode of transport, contributing to 67% of all two-way trips. The results displayed in the table above shows that the industrial units are likely to generate a total of 32 two-way vehicle movements throughout the day.

5.3 Proposed development

5.3.1 The TRICS (v.7.7.4) trip generation database has been reviewed in order to predict the likely level of trips generated by the proposed development. Sites have been selected with the following parameters:

• Land use: Residential – Affordable/local authority houses; • Survey type: Multi-modal; • Survey days: Tuesday and Thursday; • Number of dwellings: 16 to 54 units; • Selected locations: Suburban area, edge of town centre; • Regions selected: All excluding Greater London and Ireland. 5.3.2 A total of three sites have been selected and the daily arrival and departure profile for these sites is summarised in Table 5.2 below and set out in full in Appendix F. It should be noted that average trip rates have been used as there are insufficient sites within the database to obtain 85th percentile trip rates.

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Table 5.2 Person trip generation: Affordable/local authority houses Arrival No. of Depart No. of Total Total no. Time period trip rate arrivals trip rate departs trip rate of trips Total persons 8am-9am 0.323 10 1.02 32 1.343 42 5pm-6pm 0.667 21 0.394 12 1.061 33 7am-7pm 4.98 154 5.171 160 10.151 315 Pedestrians 8am-9am 0.081 3 0.455 14 0.536 17 5pm-6pm 0.364 11 0.253 8 0.617 19 7am-7pm 2.182 68 2.245 70 4.427 137 Cyclist 8am-9am 0.01 0 0.03 1 0.04 1 5pm-6pm 0.01 0 0 0 0.01 0 7am-7pm 0.07 2 0.06 2 0.13 4 Public transport users 8am-9am 0 0 0.081 3 0.081 3 5pm-6pm 0.051 2 0 0 0.051 2 7am-7pm 0.162 5 0.141 4 0.303 9 Vehicles 8am-9am 0.162 5 0.313 10 0.475 15 5pm-6pm 0.192 6 0.131 4 0.323 10 7am-7pm 1.85 57 1.909 59 3.759 117 5.3.3 It can be seen from the table above that it is anticipated that the proposed development could generate a total of 315 person trips (two-way) throughout the day (7am-7pm). Walking is anticipated to be the most popular mode of travel, contributing to 44% of all two-way trips, with driving contributing to 37% of all two-way trips.

5.3.4 Based on the information set out above it is likely that the proposed development will generate a total of 15 vehicle movements (two-way) in the AM peak period and 10 vehicle movements (two-way) in the PM peak period.

5.4 Potential impact

5.4.1 Based on the trip rates set out above it is likely that the proposed development will generate an increase of 12 vehicle movements (two-way) in the AM peak period and a total of seven additional vehicle movements (two-way) in the PM peak period.

5.4.2 It is, therefore, considered that the proposed development will have a minimal impact on the surrounding transport network and the proposals can be accommodated within the existing highway and public transport networks.

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6 Conclusions

6.1 Introduction

6.1.1 Lime Transport has been commissioned by Harmoni Homes to produce a Transport Statement in support of a planning application for 31 residential dwellings on a brownfield site to the north of Bedwas Road, Caerphilly.

6.1.2 The site is located within walking distance of a range of local amenities and facilities within the well-established town of Caerphilly. The site is located within close proximity of NCN 4 and is accessible by a range of public transport services (buses) that operate throughout the day Monday-Saturday.

6.2 Development proposals

6.2.1 The development site currently comprises a number of small commercial units with a gross floor area of approximately 1,000m2 (Use Class B2 General Industrial). As part of the development it is proposed to demolish the existing uses and construct up to 31 residential units. The development will comprise:

6.2.2 Vehicle access to the development will be gained from the existing lane leading to the B4600 Bedwas Road. As part of the redevelopment of the site it is proposed to improve the existing accessing to the development site, as set out below:

• Change the priority along of the access lane to give priority to vehicles travelling to/from the proposed development; and, • Provide build-outs on to the B4600 to ensure full-visibility can be achieved in both directions along the road. 6.2.3 A swept path analysis has been carried out which shows the range of vehicles likely to access the development can safely access and manoeuvre throughout the proposed layout.

February 2021 The Rhos, Bedwas Road, Caerphilly 25 Transport Statement (doc ref. 21002 d1)

6.3 Parking

6.3.1 A parking justification has set out the likely parking demand based on the site location and nature of development. It is considered that the provision of 43 dedicated parking spaces, with visitor parking provided on-street, is appropriate to accommodate the likely parking demand generated by the proposed development, together with any occasional visitor parking.

6.4 Trip generation

6.4.1 TRICS (v.7.7.4) trip generation has been used to anticipate the likely travel characteristics of the proposed development. It is considered that the development will generate a total of 315 person trips (two-way) throughout the day (7am-7pm).

6.4.2 Walking is anticipated to be the most popular mode of travel, contributing to 44% of all two- way trips, with driving contributing to 37% of all two-way trips. Based on the trip generation of the existing industrial use on-site, it is considered that the development will generate an increase of 12 vehicle movements (two-way) in the AM peak period and a total of seven additional vehicle movements (two-way) in the PM peak period.

6.5 Conclusion

6.5.1 Overall, it is considered that the site is situated within a sustainable location, with access to a range of facilities by a range of transport modes. It is also considered that the proposed development will have a minimal impact on the surrounding transport network, and that the proposals can be accommodated within the existing highway and public transport networks.

February 2021 The Rhos, Bedwas Road, Caerphilly 26 Transport Statement (doc ref. 21002 d1)

Appendices GENERAL NOTES

G 1. This drawing to be read in conjunction with all relevant civil G engineering drawings.

EAVE N G LEGEND

EAVE

elp

tp svp

G svp EAVE

EAVE

EAVE 43m tp stay

ep elp

bin

52 0s ws

520?sws s w s post 5 2 2 NOT FOR CONSTRUCTION

Rev Date Description Drawn Check tp

5A Andrews Buildings elp Penarth, CF64 2AA 43m Tel 029 2070 0924 [email protected] RIDG www.limetransport.com RIDG

EAVE Drawing Status Date 17/02/2021

PRELIMINARY Scale 1:200@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked ABR Caerphilly Project No RIDG 20038

Title Client Project No 2.4m x 43m Visibility splay

and proposed road realignment Revision at the site access onto Bedwas Rd

Drawing No All survey stations are r THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. EAVE GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

svp

EAVE

tp EAVE stay

elp

bin

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 17/02/2021

PRELIMINARY Scale 1:100@A1

Project Drawn JP tp The Rhos, Bedwas Road, Checked ABR Caerphilly Project No at the site access onto Bedwas Rd 20038

Title Client Project No Proposed road realignment

Revision

Drawing No

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. Appendix A GENERAL NOTES EAVE 1. This drawing to be read in conjunction with all relevant civil elp engineering drawings. N elp LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

bin

Vehicle wheel Vehicle wheel bin swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse).

4.527 0.007

0.978 2.646

Volkswagen Touran Overall Length 4.534m Overall Width 1.829m Overall Body Height 1.491m Min Body Ground Clearance 0.253m Max Track Width 1.734m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 5.042m

EAVE

EAVE EAVE

EAVE

elp NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

EAVE

bin

elp

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021 bin PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Volkswagon Touran Revision

Drawing No tp

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse).

4.527 0.007

0.978 2.646

Volkswagen Touran Overall Length 4.534m pole Overall Width 1.829m Overall Body Height 1.491m Min Body Ground Clearance 0.253m tp Max Track Width 1.734m Lock to Lock Time 4.00s stay Kerb to Kerb Turning Radius 5.042m

pole

tp stay

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021

pole PRELIMINARY Scale 1:100@A1

tp Project Drawn JP stay The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Volkswagon Touran Revision pole

tp Drawing No stay

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse).

4.527 0.007

0.978 2.646

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021

PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Volkswagon Touran Revision

Drawing No

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse).

4.527 0.007

0.978 2.646

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021

PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Volkswagon Touran Revision

Drawing No

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse).

4.527 0.007

0.978 2.646

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021

PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Volkswagon Touran Revision

Drawing No

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse).

4.527 0.007

0.978 2.646

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021

PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Volkswagon Touran Revision

Drawing No

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. Appendix B elp GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings.

N bin LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward) bin

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse). 9.5

2.13 4.2 1.318

Caerphilly Refuse Vehicle (9.5m) Overall Length 9.500m Overall Width 2.500m Overall Body Height 3.746m Min Body Ground Clearance 0.298m Track Width 2.470m Lock to Lock Time 4.00s Wall to Wall Turning Radius 8.800m

EAVE

EAVE EAVE

EAVE

elp NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

EAVE

bin

elp

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021 bin PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

9.5m Refuse vehicle Revision

Drawing No tp

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse). 9.5

2.13 4.2 1.318

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021

PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

9.5m Refuse vehicle Revision

Drawing No

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. Appendix C GENERAL NOTES EAVE 1. This drawing to be read in conjunction with all relevant civil engineering drawings.

elp N bin LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path bin swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse). 7.9

1.5 4.4

Pumping Appliance Overall Length 7.900m Overall Width 2.500m tp Overall Body Height 3.300m Min Body Ground Clearance 0.140m Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 7.750m

EAVE

EAVE EAVE

EAVE

elp NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

EAVE

bin

elp

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021 bin PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Pumping appliance Revision

Drawing No tp

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civil engineering drawings. N LEGEND

Vehicle body Vehicle body Envelope (reverse) Envelope (forward)

Vehicle wheel Vehicle wheel swept path swept path

Vehicle Chassis, shown at Vehicle Chassis, shown at start & end of path and start & end of path and change of direction(forward). change of direction(reverse). 7.9

1.5 4.4

Pumping Appliance Overall Length 7.900m Overall Width 2.500m Overall Body Height 3.300m Min Body Ground Clearance 0.140m Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 7.750m

NOT FOR CONSTRUCTION

Rev Date Description Drawn Check

5A Andrews Buildings Penarth, CF64 2AA Tel 029 2070 0924

[email protected] www.limetransport.com

Drawing Status Date 15/02/2021

PRELIMINARY Scale 1:100@A1

Project Drawn JP

The Rhos, Bedwas Road, Checked HLJ Caerphilly Project No 20038

Title Client Project No Swept path analysis;

Pumping appliance Revision

Drawing No

THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING. Appendix D Appendix E TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 1 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

Calculation Reference: AUDIT-258601-210216-0239 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : C - INDUSTRIAL UNIT MULTI-MODAL TOTAL VEHICLES

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days WS WEST SUSSEX 2 days 06 WEST MIDLANDS HE HEREFORDSHIRE 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: Gross floor area Actual Range: 1880 to 80000 (units: sqm) Range Selected by User: 690 to 80000 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 14/11/19

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: Tuesday 2 days Wednesday 1 days Thursday 1 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: Edge of Town 1 Neighbourhood Centre (PPS6 Local Centre) 2 Free Standing (PPS6 Out 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: Commercial Zone 1 Village 2 Out of Town 1

Secondary Filtering selection:

Use Class: B 1 2 days B 2 2 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®.

Filter by Use Class Breakdown: All Surveys Included TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 2 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

Secondary Filtering selection (Cont.):

Population within 500m Range: All Surveys Included Population within 1 mile: 1,000 or Less 2 days 1,001 to 5,000 1 days 10,001 to 15,000 1 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 1 days 50,001 to 75,000 2 days 75,001 to 100,000 1 days

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

Car ownership within 5 miles: 1.1 to 1.5 2 days 1.6 to 2.0 2 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: Yes 2 days No 2 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 Tuesday 16/02/21 Page 3 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

LIST OF SITES relevant to selection parameters

1 HC-02-C-02 GIN DISTILLERY HAMPSHIRE LONDON ROAD LAVERSTOKE

Neighbourhood Centre (PPS6 Local Centre) Village Total Gross floor area: 8 0 0 0 0 sqm Survey date: WEDNESDAY 09/05/18 Survey Type: MANUAL 2 HE-02-C-02 THERMAL PROCESSING HEREFORDSHIRE COLLEGE ROAD HEREFORD BURCOTT Edge of Town Commercial Zone Total Gross floor area: 1 8 8 0 sqm Survey date: TUESDAY 22/10/13 Survey Type: MANUAL 3 WS-02-C-02 AVIATION COMPANY WEST SUSSEX MAYDWELL AVENUE NEAR HORSHAM SLINFOLD Free Standing (PPS6 Out of Town) Out of Town Total Gross floor area: 1 1 3 7 5 sqm Survey date: THURSDAY 23/01/14 Survey Type: MANUAL 4 WS-02-C-03 ROLLS ROYCE HQ & PLANT WEST SUSSEX STANE STREET NEAR CHICHESTER WESTHAMPNETT Neighbourhood Centre (PPS6 Local Centre) Village Total Gross floor area: 6 7 4 5 9 sqm Survey date: TUESDAY 24/09/19 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 Tuesday 16/02/21 Page 4 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL TOTAL VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 1 67459 0.532 1 67459 0.006 1 67459 0.538 06:00 - 07:00 2 39417 0.317 2 39417 0.071 2 39417 0.388 07:00 - 08:00 4 40179 0.193 4 40179 0.022 4 40179 0.215 08:00 - 09:00 4 40179 0.220 4 40179 0.021 4 40179 0.241 09:00 - 10:00 4 40179 0.071 4 40179 0.031 4 40179 0.102 10:00 - 11:00 4 40179 0.060 4 40179 0.033 4 40179 0.093 11:00 - 12:00 4 40179 0.032 4 40179 0.027 4 40179 0.059 12:00 - 13:00 4 40179 0.047 4 40179 0.048 4 40179 0.095 13:00 - 14:00 4 40179 0.114 4 40179 0.061 4 40179 0.175 14:00 - 15:00 4 40179 0.205 4 40179 0.232 4 40179 0.437 15:00 - 16:00 4 40179 0.030 4 40179 0.157 4 40179 0.187 16:00 - 17:00 4 40179 0.031 4 40179 0.158 4 40179 0.189 17:00 - 18:00 4 40179 0.029 4 40179 0.235 4 40179 0.264 18:00 - 19:00 4 40179 0.024 4 40179 0.112 4 40179 0.136 19:00 - 20:00 2 45688 0.008 2 45688 0.018 2 45688 0.026 20:00 - 21:00 1 80000 0.001 1 80000 0.018 1 80000 0.019 21:00 - 22:00 1 80000 0.000 1 80000 0.000 1 80000 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.914 1.250 3.164

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 5 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

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: 1880 - 80000 (units: sqm) Survey date date range: 01/01/12 - 14/11/19 Number of weekdays (Monday-Friday): 4 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 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 6 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL CYCLISTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 1 67459 0.018 1 67459 0.000 1 67459 0.018 06:00 - 07:00 2 39417 0.019 2 39417 0.004 2 39417 0.023 07:00 - 08:00 4 40179 0.008 4 40179 0.000 4 40179 0.008 08:00 - 09:00 4 40179 0.002 4 40179 0.000 4 40179 0.002 09:00 - 10:00 4 40179 0.001 4 40179 0.000 4 40179 0.001 10:00 - 11:00 4 40179 0.001 4 40179 0.000 4 40179 0.001 11:00 - 12:00 4 40179 0.000 4 40179 0.000 4 40179 0.000 12:00 - 13:00 4 40179 0.001 4 40179 0.000 4 40179 0.001 13:00 - 14:00 4 40179 0.002 4 40179 0.000 4 40179 0.002 14:00 - 15:00 4 40179 0.011 4 40179 0.007 4 40179 0.018 15:00 - 16:00 4 40179 0.000 4 40179 0.002 4 40179 0.002 16:00 - 17:00 4 40179 0.001 4 40179 0.008 4 40179 0.009 17:00 - 18:00 4 40179 0.002 4 40179 0.003 4 40179 0.005 18:00 - 19:00 4 40179 0.001 4 40179 0.004 4 40179 0.005 19:00 - 20:00 2 45688 0.000 2 45688 0.000 2 45688 0.000 20:00 - 21:00 1 80000 0.000 1 80000 0.000 1 80000 0.000 21:00 - 22:00 1 80000 0.000 1 80000 0.000 1 80000 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.067 0.028 0.095

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 7 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL PEDESTRIANS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 1 67459 0.030 1 67459 0.000 1 67459 0.030 06:00 - 07:00 2 39417 0.003 2 39417 0.000 2 39417 0.003 07:00 - 08:00 4 40179 0.007 4 40179 0.000 4 40179 0.007 08:00 - 09:00 4 40179 0.007 4 40179 0.001 4 40179 0.008 09:00 - 10:00 4 40179 0.001 4 40179 0.001 4 40179 0.002 10:00 - 11:00 4 40179 0.003 4 40179 0.002 4 40179 0.005 11:00 - 12:00 4 40179 0.000 4 40179 0.001 4 40179 0.001 12:00 - 13:00 4 40179 0.002 4 40179 0.007 4 40179 0.009 13:00 - 14:00 4 40179 0.004 4 40179 0.001 4 40179 0.005 14:00 - 15:00 4 40179 0.017 4 40179 0.017 4 40179 0.034 15:00 - 16:00 4 40179 0.000 4 40179 0.002 4 40179 0.002 16:00 - 17:00 4 40179 0.000 4 40179 0.003 4 40179 0.003 17:00 - 18:00 4 40179 0.000 4 40179 0.009 4 40179 0.009 18:00 - 19:00 4 40179 0.001 4 40179 0.001 4 40179 0.002 19:00 - 20:00 2 45688 0.000 2 45688 0.000 2 45688 0.000 20:00 - 21:00 1 80000 0.000 1 80000 0.000 1 80000 0.000 21:00 - 22:00 1 80000 0.000 1 80000 0.000 1 80000 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.075 0.045 0.120

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 8 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 1 67459 0.096 1 67459 0.000 1 67459 0.096 06:00 - 07:00 2 39417 0.016 2 39417 0.008 2 39417 0.024 07:00 - 08:00 4 40179 0.014 4 40179 0.001 4 40179 0.015 08:00 - 09:00 4 40179 0.013 4 40179 0.003 4 40179 0.016 09:00 - 10:00 4 40179 0.021 4 40179 0.001 4 40179 0.022 10:00 - 11:00 4 40179 0.026 4 40179 0.021 4 40179 0.047 11:00 - 12:00 4 40179 0.037 4 40179 0.004 4 40179 0.041 12:00 - 13:00 4 40179 0.030 4 40179 0.026 4 40179 0.056 13:00 - 14:00 4 40179 0.021 4 40179 0.017 4 40179 0.038 14:00 - 15:00 4 40179 0.003 4 40179 0.077 4 40179 0.080 15:00 - 16:00 4 40179 0.042 4 40179 0.026 4 40179 0.068 16:00 - 17:00 4 40179 0.005 4 40179 0.035 4 40179 0.040 17:00 - 18:00 4 40179 0.042 4 40179 0.028 4 40179 0.070 18:00 - 19:00 4 40179 0.018 4 40179 0.022 4 40179 0.040 19:00 - 20:00 2 45688 0.023 2 45688 0.034 2 45688 0.057 20:00 - 21:00 1 80000 0.004 1 80000 0.089 1 80000 0.093 21:00 - 22:00 1 80000 0.001 1 80000 0.000 1 80000 0.001 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.412 0.392 0.804

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 9 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL TOTAL PEOPLE Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 1 67459 0.775 1 67459 0.001 1 67459 0.776 06:00 - 07:00 2 39417 0.382 2 39417 0.093 2 39417 0.475 07:00 - 08:00 4 40179 0.245 4 40179 0.024 4 40179 0.269 08:00 - 09:00 4 40179 0.264 4 40179 0.025 4 40179 0.289 09:00 - 10:00 4 40179 0.103 4 40179 0.035 4 40179 0.138 10:00 - 11:00 4 40179 0.114 4 40179 0.062 4 40179 0.176 11:00 - 12:00 4 40179 0.078 4 40179 0.033 4 40179 0.111 12:00 - 13:00 4 40179 0.091 4 40179 0.095 4 40179 0.186 13:00 - 14:00 4 40179 0.154 4 40179 0.107 4 40179 0.261 14:00 - 15:00 4 40179 0.300 4 40179 0.401 4 40179 0.701 15:00 - 16:00 4 40179 0.077 4 40179 0.214 4 40179 0.291 16:00 - 17:00 4 40179 0.042 4 40179 0.233 4 40179 0.275 17:00 - 18:00 4 40179 0.083 4 40179 0.309 4 40179 0.392 18:00 - 19:00 4 40179 0.047 4 40179 0.149 4 40179 0.196 19:00 - 20:00 2 45688 0.032 2 45688 0.055 2 45688 0.087 20:00 - 21:00 1 80000 0.005 1 80000 0.121 1 80000 0.126 21:00 - 22:00 1 80000 0.001 1 80000 0.000 1 80000 0.001 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.793 1.957 4.750

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. Appendix F TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 1 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

Calculation Reference: AUDIT-258601-210216-0222 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : B - AFFORDABLE/LOCAL AUTHORITY HOUSES MULTI-MODAL TOTAL VEHICLES

Selected regions and areas: 07 YORKSHIRE & NORTH LINCOLNSHIRE WY WEST YORKSHIRE 2 days 08 NORTH WEST MS MERSEYSIDE 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: No of Dwellings Actual Range: 16 to 54 (units: ) Range Selected by User: 14 to 280 (units: )

Parking Spaces Range: All Surveys Included

Parking Spaces per Dwelling Range: All Surveys Included

Bedrooms per Dwelling Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 19/09/13

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: Tuesday 2 days Thursday 1 days

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

Selected survey types: Manual count 3 days Directional ATC Count 0 days

Selected Locations: Suburban Area (PPS6 Out of Centre) 1 Edge of Town 2

Selected Location Sub Categories: Residential Zone 2 Built-Up Zone 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 Tuesday 16/02/21 Page 2 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

Secondary Filtering selection:

Use Class: C 3 3 days

Population within 500m Range: All Surveys Included Population within 1 mile: 1,001 to 5,000 1 days 10,001 to 15,000 1 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 1 days 75,001 to 100,000 2 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

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 3 days

PTAL Rating: No PTAL Present 3 days

LIST OF SITES relevant to selection parameters

1 MS-03-B-01 TERRACED MERSEYSIDE TARBOCK ROAD LIVERPOOL SPEKE Edge of Town Residential Zone Total No of Dwellings: 1 6 Survey date: TUESDAY 18/06/13 Survey Type: MANUAL 2 WY-03-B-02 MIXED HOUSES WEST YORKSHIRE WHITEACRE STREET HUDDERSFIELD DEIGHTON Edge of Town Residential Zone Total No of Dwellings: 5 4 Survey date: TUESDAY 17/09/13 Survey Type: MANUAL 3 WY-03-B-03 TERRACED HOUSES WEST YORKSHIRE LINCOLN GREEN ROAD LEEDS

Suburban Area (PPS6 Out of Centre) Built-Up Zone Total No of Dwellings: 2 9 Survey date: THURSDAY 19/09/13 Survey Type: MANUAL

TRIP RATE for Land Use 03 - RESIDENTIAL/B - AFFORDABLE/LOCAL AUTHORITY HOUSES MULTI-MODAL TOTAL 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 3 33 0.081 3 33 0.091 3 33 0.172 08:00 - 09:00 3 33 0.162 3 33 0.313 3 33 0.475 09:00 - 10:00 3 33 0.263 3 33 0.283 3 33 0.546 10:00 - 11:00 3 33 0.162 3 33 0.172 3 33 0.334 11:00 - 12:00 3 33 0.121 3 33 0.111 3 33 0.232 12:00 - 13:00 3 33 0.131 3 33 0.131 3 33 0.262 13:00 - 14:00 3 33 0.101 3 33 0.101 3 33 0.202 14:00 - 15:00 3 33 0.182 3 33 0.131 3 33 0.313 15:00 - 16:00 3 33 0.182 3 33 0.192 3 33 0.374 16:00 - 17:00 3 33 0.101 3 33 0.172 3 33 0.273 17:00 - 18:00 3 33 0.192 3 33 0.131 3 33 0.323 18:00 - 19:00 3 33 0.172 3 33 0.081 3 33 0.253 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.850 1.909 3.759

Parameter summary

Trip rate parameter range selected: 16 - 54 (units: ) Survey date date range: 01/01/12 - 19/09/13 Number of weekdays (Monday-Friday): 3 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 Tuesday 16/02/21 Page 5 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 03 - RESIDENTIAL/B - AFFORDABLE/LOCAL AUTHORITY HOUSES 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 3 33 0.000 3 33 0.000 3 33 0.000 08:00 - 09:00 3 33 0.010 3 33 0.030 3 33 0.040 09:00 - 10:00 3 33 0.010 3 33 0.010 3 33 0.020 10:00 - 11:00 3 33 0.010 3 33 0.000 3 33 0.010 11:00 - 12:00 3 33 0.000 3 33 0.000 3 33 0.000 12:00 - 13:00 3 33 0.000 3 33 0.000 3 33 0.000 13:00 - 14:00 3 33 0.000 3 33 0.000 3 33 0.000 14:00 - 15:00 3 33 0.000 3 33 0.000 3 33 0.000 15:00 - 16:00 3 33 0.030 3 33 0.010 3 33 0.040 16:00 - 17:00 3 33 0.000 3 33 0.010 3 33 0.010 17:00 - 18:00 3 33 0.010 3 33 0.000 3 33 0.010 18:00 - 19:00 3 33 0.000 3 33 0.000 3 33 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.070 0.060 0.130

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 6 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 03 - RESIDENTIAL/B - AFFORDABLE/LOCAL AUTHORITY HOUSES 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 3 33 0.040 3 33 0.091 3 33 0.131 08:00 - 09:00 3 33 0.081 3 33 0.455 3 33 0.536 09:00 - 10:00 3 33 0.152 3 33 0.162 3 33 0.314 10:00 - 11:00 3 33 0.162 3 33 0.202 3 33 0.364 11:00 - 12:00 3 33 0.121 3 33 0.192 3 33 0.313 12:00 - 13:00 3 33 0.222 3 33 0.111 3 33 0.333 13:00 - 14:00 3 33 0.091 3 33 0.091 3 33 0.182 14:00 - 15:00 3 33 0.182 3 33 0.172 3 33 0.354 15:00 - 16:00 3 33 0.424 3 33 0.182 3 33 0.606 16:00 - 17:00 3 33 0.141 3 33 0.152 3 33 0.293 17:00 - 18:00 3 33 0.364 3 33 0.253 3 33 0.617 18:00 - 19:00 3 33 0.202 3 33 0.182 3 33 0.384 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.182 2.245 4.427

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 7 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 03 - RESIDENTIAL/B - AFFORDABLE/LOCAL AUTHORITY HOUSES 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 3 33 0.000 3 33 0.010 3 33 0.010 08:00 - 09:00 3 33 0.000 3 33 0.081 3 33 0.081 09:00 - 10:00 3 33 0.010 3 33 0.020 3 33 0.030 10:00 - 11:00 3 33 0.000 3 33 0.000 3 33 0.000 11:00 - 12:00 3 33 0.000 3 33 0.000 3 33 0.000 12:00 - 13:00 3 33 0.000 3 33 0.000 3 33 0.000 13:00 - 14:00 3 33 0.020 3 33 0.000 3 33 0.020 14:00 - 15:00 3 33 0.010 3 33 0.010 3 33 0.020 15:00 - 16:00 3 33 0.061 3 33 0.010 3 33 0.071 16:00 - 17:00 3 33 0.000 3 33 0.010 3 33 0.010 17:00 - 18:00 3 33 0.051 3 33 0.000 3 33 0.051 18:00 - 19:00 3 33 0.010 3 33 0.000 3 33 0.010 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.162 0.141 0.303

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Tuesday 16/02/21 Page 8 Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE for Land Use 03 - RESIDENTIAL/B - AFFORDABLE/LOCAL AUTHORITY HOUSES 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 3 33 0.121 3 33 0.222 3 33 0.343 08:00 - 09:00 3 33 0.323 3 33 1.020 3 33 1.343 09:00 - 10:00 3 33 0.535 3 33 0.586 3 33 1.121 10:00 - 11:00 3 33 0.394 3 33 0.485 3 33 0.879 11:00 - 12:00 3 33 0.273 3 33 0.333 3 33 0.606 12:00 - 13:00 3 33 0.394 3 33 0.293 3 33 0.687 13:00 - 14:00 3 33 0.232 3 33 0.232 3 33 0.464 14:00 - 15:00 3 33 0.475 3 33 0.364 3 33 0.839 15:00 - 16:00 3 33 0.798 3 33 0.495 3 33 1.293 16:00 - 17:00 3 33 0.303 3 33 0.444 3 33 0.747 17:00 - 18:00 3 33 0.667 3 33 0.394 3 33 1.061 18:00 - 19:00 3 33 0.465 3 33 0.303 3 33 0.768 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.980 5.171 1 0.151