Ribble Valley Country & Leisure Park Forest of Bowland Transport Statement

210614/SK22132/TS01(-01) Ribble Valley Country & Leisure Park Forest of Bowland Transport Statement

SK Transport Planning Ltd Albion Wharf, Manchester, M1 5LN 0161 234 6509 [email protected] sktransport.co.uk

Contents

Page

1 Introduction 1 2 Existing Situation 1 3 Development Proposal 4 4 Traffic Impact 5 5 Accessibility Impact 6 6 Conclusions 8

Appendices

A Proposed Layout B Traffic Surveys C TRICS Output

Project Document Rev Description Authorised by Signed Date SK22132 TS01 -00 Draft L Speers LGS 10/06/2021 SK22132 TS01 -01 Submission L Speers LGS 14/06/2021

1 Introduction

1.1 SK has been appointed to prepare a Transport Statement (TS) that examines the impact of extending the Ribble Valley Country and Leisure Park to provide an additional 95 permanent holiday homes. The proposed layout is attached as Appendix A. 1.2 For the purposes of the planning application, Ribble Valley Borough Council (RVBC) is the Local Planning Authority and Lancashire County Council (LCC) is the Local Highway Authority. 1.3 The TS has been prepared to outline the highways, servicing and accessibility impact of the proposal. It has been prepared in accordance with guidance set out in RVBC ‘Core Strategy 2008 – 2028: Local Plan for Ribble Valley’, LCC ‘Creating Civilised Streets’, the National Planning Policy Framework (NPPF), and the Planning Practice Guidance. The assessment method has been undertaken in line with Department for Transport (DfT) ‘Guidance on Transport Assessment’ guidance, as although this document was withdrawn in 2014 LCC’s guidance still refers to it.

2 Existing Situation

Site Location & Characteristics 2.1 Figure 2.1 shows that the site is located with the Forest of Bowland, to the north of Gisburn. The site is located circa 15km to the northeast of Clitheroe and 11km northwest of Barnoldswick.

Site

Figure 2.1: Site Location 2.2 The planning application red edge site boundary extends to 16.8 Ha as defined on the Site Location Plan ref. 4528-100B submitted with the application (also shown in Figure 2.2 below). 210614/SK22132/TS01(-01) 1

This includes 11.1 Ha of the existing Holiday Park, which is proposed to be retained, and 5.7 Ha to accommodate the proposed extension. The application seeks the change of use of the extension land from agriculture to facilitate the expansion of the Holiday Park. There is no physical development proposed within the existing Holiday Park as part of this application to the retained site area except the improved open space. The existing Holiday Park benefits from an extant permission for that use. The planning application is submitted with the red edge around the entire proposed holiday park to include the proposed open space improvements and so that the operational relationship between the existing Holiday Park and the proposed extension is clear. The impact of the proposed development is focused on the location of the proposed extension (as shown in Appendix A), and it is for this reason that this report focuses on this part of the site.

Figure 2.2: Red Line Boundary Existing Site Use & Operation 2.3 The proposal is to extend the existing Ribble Valley Country and Leisure Park to provide additional holiday accommodation. The existing Park currently provides 325 permanent holiday lodges that are owned by guests. The site does not permit use by touring caravans. 2.4 The site provides amenity facilities for guests, including a gym, adventure playground, games room, shop and laundrette. 2.5 Refuse collection is undertaken via private contract. A site management system is in place whereby the rubbish from the bin stores across the existing Holiday Park is moved an area near to the main entrance on collection day. 2.6 Consent was granted in 2007 (ref: 3/2007/0010/P) for the extension of the site. As part of this consent the applicant was required to introduce pedestrian signage on Kiln Lane / Settle Lane,

210614/SK22132/TS01(-01) 2

verge treatment at the A682 junction, provide an improved site access junction, and provide an emergency access. The applicant is also required, under this consent, to remove overhanging vegetation on Neps Lane within 60m of the river bridge and use an abnormal load escorting company when new vans are transported to the site.

Existing Highway Network 2.7 Settle Lane / Kiln Lane routes north-south to the east of the proposal site and provides access to the wider highway network. Vehicle access to the site is provided via a priority arrangement on to Settle Lane / Kiln Lane. The layout and form of the junction was agreed with LCC during consideration of the 2007 planning application. 2.8 An emergency access is provided to the north of the main access on Settle Lane. The 2007 planning permission for the site restricts the use of this access to emergency vehicles only. 2.9 Figure 2.3 shows the Public Right of Way (PRoW) routes near to the site. This shows that existing PRoW paths (FP14, FP15 and 25) route through the existing Park. PRoW FP23 routes across the proposal site.

Figure 2.3: Public Right of Way Network [source: LCC Mario Database 2021] Highway Safety 2.10 Accident data for the road fronting the site has been reviewed using LCC’s Mario database for the most recent five years available. The database review shows that there have been no accidents at the site access junction, or on Settle Lane / Kiln Lane near to the site during the period assessed.

Existing Network Traffic Flows 2.11 The proposal is for the extension of a holiday use and so it was appropriate to survey existing site activity and access junction traffic flows on a Bank Holiday weekend that also covers half term.

210614/SK22132/TS01(-01) 3

The survey was undertaken during the AM and PM peak periods on Friday 28th May 2021. The timing of the survey also coincided with the lifting of many of the lockdown restrictions and the operator confirmed that they were seeing a 35% increase in site activity, when compared to normal conditions, and that the Bank Holiday Friday would be one of the busiest periods of the entire year. The survey data therefore provides a robust means of assessing future conditions. 2.12 The survey data is attached as Appendix B. The survey data has been converted to passenger car units (PCU) using standard conversion factors. The surveys show that the AM peak occurs between 8.15 and 9.15, and the PM peak occurs between 16.45 and 17.45. The site peak and network peak hours coincide. Table 2.1 provides details of the peak hour junction flows.

AM Peak Hour Kiln Road South Site Kiln Road North

Kiln Lane 0 7 13

Site 2 0 0

Settle Lane 8 0 0

PM Peak Hour Kiln Road South Site Kiln Road North

Kiln Lane 0 23 17

Site 13 0 2

Settle Lane 16 4 0 Table 2.1: Peak Hour Site Access Flows (in PCU) Existing Site Traffic Flows 2.13 The survey data has been used to establish the existing site traffic flows and derive trip rates based on the current accommodation level (325 holiday homes). This information is provided in Table 2.2.

Existing Traffic Flows Trip Rates (per unit)

In Out Total In Out Total

AM Peak Hour 7 2 9 0.022 0.006 0.028

PM Peak Hour 27 15 42 0.084 0.046 0.130 Table 2.2: Existing Site Traffic Flows & Trip Rates (Weekday Surveys) 2.14 To allow an understanding of the level of traffic activity at the weekend, the TRICS database has been used. The TRICS forecast (attached as Appendix C) has been used to determine typical differences in weekday and weekend daily traffic flows and maximum peak traffic flows. The peak hour at the weekend occurs between 12pm and 1pm and the maximum peak on a weekday occurs in the PM. The analysis shows that Saturday daily traffic flows are typically 11% higher than weekday daily flows, and peak hour flows are 33% higher. To derive weekday peak hour trip rates the surveyed maximum peak (PM) has been increased by 33%, as shown in Table 2.3.

Trip Rates (per unit) Derived Existing Traffic Flows

In Out Total In Out Total

Weekend Peak Hour 0.112 0.061 0.173 36 20 56 Table 2.2: Derived Site Traffic Flows & Trip Rates (Weekend)

210614/SK22132/TS01(-01) 4

3 Proposed Development

3.1 The proposed layout is attached is shown in Appendix A. 3.2 The proposal seeks to extend the existing holiday park by constructing 95 more holiday lodges. The lodges would be served by the existing amenities currently provided at the site, including a gym, adventure playground, games room, shop and laundrette. 3.3 Vehicle access to the site will be retained from the existing main entrance on Settle Lane / Kiln Lane. As with existing arrangements, parking is provided in the layout outside each lodge. 3.4 PRoW FP23 routes across the proposal site. The layout retains this route along its existing alignment. 3.5 Service and refuse collection arrangements will be retained as existing using the same private contractor and will occur via the main entrance and the site management area. Bin stores are provided across the proposal site for use by guests. 3.6 The applicant agrees that the same arrangements will be used when moving new vans to the site as per the 2007 consent. Namely to remove overhanging vegetation on Neps Lane within 60m of the river bridge and use an abnormal load escorting company when new vans are transported to the site.

4 Traffic Impact Existing Site Traffic 4.1 Table 4.1 provides a summary of the existing site traffic activity based on the method set out in Section 2.

Existing Traffic Flows Trip Rates (per unit)

In Out Total In Out Total

AM Peak Hour 7 2 9 0.022 0.006 0.028

PM Peak Hour 27 15 42 0.084 0.046 0.130

Weekday Peak Hour 36 20 56 0.112 0.061 0.173 Table 4.1: Existing Site Traffic Flows Development Trip Generation 4.2 The derived trip rates in Table 4.1 have been used to establish the traffic activity associated with the additional 95 holiday lodges. The development traffic flows are shown in Table 4.2.

Development Traffic Flows

In Out Total

AM Peak Hour 2 1 3

PM Peak Hour 8 4 12

Weekday Peak Hour 11 6 16 Table 4.2: Development Trip Generation 4.3 Table 4.2 shows that the proposal will generate a low level of traffic, with peak hour levels lower than DfT significance thresholds. The trip generation is based on a worst-case site activity period and in reality, during normal operating periods, the level of traffic generated by the proposal will be lower.

210614/SK22132/TS01(-01) 5

Policy Compliance 4.4 Paragraph 109 of NPPF states that:

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

4.5 The assessment shows that the proposal will not generate a significant level of traffic. It is also shown that there have been no accidents at the site access junction or roads adjacent to the site during the most recent five-year period of data available. 4.6 Based on the above, the proposal will not have an unacceptable impact on road safety or severe effect on highway operation.

5 Accessibility Impact Overview 5.1 While it is not expected that site guests will typically walk, cycle and use public transport when they arrive / depart the site after their stay, it can be reasonably expected that some guests will travel around the local area as part of a leisure trip during their stay. 5.2 In terms of sustainable guest access this has been examined in terms of standard appraisal methods and also line with NPPF’s definitions of sustainable modes as set out in Annex 2 (including car sharing and taxi use). The assessment also examines amenities that are provided on the site to reduce the need to travel.

Walking & Cycling 5.3 The site is located in a rural setting with infrastructure surrounding it in keeping with this. There are no footways on Settle Lane / Kiln Lane, but signage is provided that alerts drivers to pedestrians in the road. The signage was introduced by the applicant as part of the 2007 site extension planning permission at the recommendation of LCC. 5.4 The pedestrian network surrounding the site is in keeping with the leisure use of the site, with extensive PRoW routes providing connections to visitor destinations. The PRoW routes are shown in Section 2. Access can be gained to the PRoW network without needing to leave the site. 5.5 Kiln Lane forms part of the Ribble Valley Way route. This route is a long-distance walking and cycling route between the Lancashire coast and the Yorkshire Dales National Park which largely follows the course of the River Ribble. The route is shown in Figure 5.1.

210614/SK22132/TS01(-01) 6

Site

Figure 5.1: Ribble Valley Way [source: Forest of Bowland Website 2021] Transit 5.6 The nearest bus services to the site are located in Gisburn, a 16 minute cycle or 50 minute walk of the site. These services provide links to Clitheroe, Colne, Nelson, Preston and Skipton. 5.7 The nearest train stations to the site are located at Clitheroe and Skipton, a 20 minute and 25 minute taxi ride from the site, respectively. 5.8 The analysis shows that there are opportunities to access the site by walking, cycling and public transport. However, given the nature of the land use and its rural setting, while these opportunities are available, it is expected that the majority of guests will arrive at the site by car. Annex 2 of NPPF also classifies car sharing as a sustainable travel mode, and these are likely to be more dominant travel modes for guests. The National Travel Survey (2019) shows that holiday trips generate a high number of car sharing trips with an occupancy rate of 1.9 people per vehicle. This is considerably higher than the occupancy rates associated with other land uses, such as commuter travel (1.1).

Access to Amenities 5.9 Normal walking catchments that are associated with commuting or shopping are not appropriate for use when considering a holiday destination where people are walking for leisure rather than utility. 5.10 The site provides amenities so that guests do not have to travel off-site for shopping, recreation, etc. Within a two-minute walk of the site access can be gained to the centre of Paythorne where guests can access a public house (The Buck Inn). The Buck Inn provides restaurant and bar facilities. A church, telephone box and post box are also available in Paythorne. 5.11 Within a 50-minute walk or 16 minute cycle of the site guests can access facilities in Gisburn. These include a Gisburne Park, a medieval church, convenience store, restaurant, deli and café, hairdressers and public house.

210614/SK22132/TS01(-01) 7

Policy Compliance 5.12 In terms of transport, paragraph 108 of NPPF states that developments should ensure that (inter alia):

“A) Appropriate opportunities to promote sustainable transport modes can be – or have been – taken up, given the type of development and its location B) Safe and suitable access to the site can be achieved for all users C) Any significant impacts from the development on the transport network (in terms of capacity and congestion) or on highway safety, can be cost effectively mitigated to an acceptable degree”

5.13 Paragraph 103 of NPPF states that the above requirements need to be considered in context of a site’s location, such that:

“… opportunities to maximise sustainable transport solutions will vary between urban and rural areas, and this should be taken into account in both plan-making and decision-making.”

5.14 This is further supported by paragraph 84 of NPFF which states that:

“Planning policies and decisions should recognise that sites to meet local business and community needs in rural areas may have to be found adjacent to or beyond existing settlements, and in locations that are not well served by public transport.”

5.15 The site is a holiday destination located in a rural setting and it has to be accepted that the location of the site means that it is not as accessible as ones located in a more urban setting. Notwithstanding this, the assessment shows that opportunities do exist for guests to access the site by sustainable modes, including walking, cycling, taxi, car sharing and public transport. It is also shown that access can be gained to local services in Paythorne, Gisburn and on the site. 5.16 The proposal will not significantly alter the accessible transport arrangements already associated with the existing operation of the site as a holiday park.

5 Conclusions 5.1 SK has been appointed to prepare a Transport Statement (TS) that examines the impact of a extending the Ribble Valley Country and Leisure Park in the Forest of Bowland. The proposal will extend the number of lodges by 95, in addition to the 325 lodges currently available at the site. 5.2 Vehicle access to the site will be retained as existing for cars, service, and refuse vehicles. The applicant agrees to use the same management methods as previously agreed with LCC when moving new vans to the site. The PRoW that routes through the site will be accommodated as part of the proposal. 5.3 A traffic survey has been undertaken during the busiest period of the year. This survey has been used to forecast the trips associated with weekday peak and weekend peak hour site development traffic flows. The assessment shows that the increase in lodges will not have a severe impact on highway operation. It is also shown that there have been no accidents at the site access or on the roads immediately adjacent to the site during the five-year period assessed. 5.4 The assessment shows that opportunities do exist to access the site by sustainable modes and given the use and rural location of the site, these are appropriate when tested in the context of NPPF advice. 5.5 The Transport Statement concludes that the proposal meets the requirements of NPPF.

210614/SK22132/TS01(-01) 8

Appendix A DRAWING INFORMATION KEY Dimensions to be checked on site. All in millimetres unless stated. Not to be scaled. This drawing and RED LINE BOUNDARY informationWILDFLOWER displayed MEADOW is the confidential property of H2 Landscape Planning Partnership Ltd and shall not be copied or used for any purpose without the written permission of an agent of the company. EXISTING TREES TO BE AMENITY GRASS RETAINED REV DESCRIPTION DATE EXISTING HEDGEROW UNITS & DECKS STRENGTHENED

PROPOSED LANDSCAPE ROADS & PARKING INFRASTRUCTURE

AMENITY TREES FOOTPATHS

PUBLIC RIGHTS OF WAY

LANDSCAPE STRATEGY RECOMMENDATIONS

Landscape Strategy Recommendaton 1 Minimize any potental loss of trees or hedgerows – and where unavoidable, ofset with new plantng of hedgerows and natve trees and shrubs.

Landscape Strategy Recommendaton 2 Concentrate the built form of development in Field 2 to minimize the efect on views from the lane and the village to the East by using landscape infrastructure plantng to supplement screening from existng vegetaton.

Landscape Strategy Recommendaton 3 Align holiday homes North/South to take advantage of light and views, and to present short ‘end’ elevatons to potental views in from the footpath to the South, minimising OPEN SPACE the potental for adverse visual efects.

Landscape Strategy Recommendaton 4 Strengthen feld hedgerows to the southern boundary and introduce new plantng of natve hedgerow, tree and shrubs along the contours will efectvely screen the proposed development and allow it to be more easily assimilated into the landscape.

Landscape Strategy Recommendaton 5 Minimise earthworks and surplus spoil by employing cut and fll techniques and developing at grade. Use any surplus spoil to create Cornish hedge banks.

Landscape Strategy Recommendaton 6 Introduce woodland edge plantng to strengthen screening through woodland in winter Create a large natural area for habitat and biodiversity in Field 1 - maintained as a wildfower meadow/heathland area with limited scrub, including green pathways and nature walks, nature interpretaton boards, signage and informal seatng. Units can face onto this open space from either side.

Landscape Strategy Recommendaton 7 Uilize larger plant stock in key areas to provide more immediate impact. This recommendaton will need to be addressed at the Detailed Design Stage.

Landscape Strategy Recommendaton 8 Use natve species including a proporton of evergreen plants that are common to the locality and will be able to thrive in the site conditons. This recommendaton will need to be addressed at the Detailed Design Stage.

Landscape Strategy Recommendaton 9 Minimise light intrusion by utlising screened low level bollard lightng to match that used in the recent development within the existng park.

Landscape Strategy Recommendaton 10 Retain existng stone tracks through Field 1 fnished in a natural colour, 14mm single size, local hard stone gravel chippings. Finish primary access road in tarmac with pitches and parking spaces in tarmac with a natural colour.

Landscape Strategy Recommendaton 11 Keep signage to a minimum using low level, low key wooden signs and signposts, in keeping with a rural setng.

0 20m 40m 100m

_ North 10m 30m 50m N

H2 LANDSCAPE PLANNING PARTNERSHIP LTD DRAWING INFORMATION CLIENT STATUS Planning DWG NO REVISION PROJECT DRAWING TITLE OLD BARN SPROXTON NORTH YORKSHIRE YO62 5EF Dimensions to be checked on site. All in millimetres unless stated. Not to be Ribble Valley Country and Landscape Strategy Park Leisure Ltd. SCALE @ A12 1:1000 DATE 05.06.2021 scaled. This drawing and information displayed is the confidential property of H2 Leisure Park Telephone: 01439 771656 Mobile: 07581 493836 Landscape Planning Partnership Ltd and shall not be copied or used for any E-mail: [email protected] purpose without the written permission of an agent of the company. SCALE @ A34 1:2000 DRAWN JP CHECKED SH

Appendix B Manual Classified Turning Counts Clitheroe Manual Classified Turning Counts Clitheroe Manual Classified Turning Counts Clitheroe DATE: FRIDAY 28th MAY 2021 DATE: FRIDAY 28th MAY 2021 DATE: FRIDAY 28th MAY 2021

LOCATION: KILN LANE / TWYN GHYLL LOCATION: KILN LANE / TWYN GHYLL LOCATION: KILN LANE / TWYN GHYLL

ARM: KILN LANE SOUTH ARM: TWYN GHYLL ARM: KILN LANE NORTH LEFT TO STRAIGHT TO LEFT TO RIGHT TO STRAIGHT TO RIGHT TO TOTAL TOTAL TOTAL TWYN GHYLL KILN LANE NORTH KILN LANE NORTH KILN LANE SOUTH KILN LANE SOUTH TWYN GHYLL TIME / CLASS MOVEMENT TIME / CLASS MOVEMENT TIME / CLASS MOVEMENT PEDAL MOTOR CAR BUS PEDAL MOTOR CAR BUS PEDAL MOTOR CAR BUS PEDAL MOTOR CAR BUS PEDAL MOTOR CAR BUS PEDAL MOTOR CAR BUS LGV OGV 1 OGV 2 TOTAL LGV OGV 1 OGV 2 TOTAL FROM ARM LGV OGV 1 OGV 2 TOTAL LGV OGV 1 OGV 2 TOTAL FROM ARM LGV OGV 1 OGV 2 TOTAL LGV OGV 1 OGV 2 TOTAL FROM ARM CYCLE CYCLE TAXI COACH CYCLE CYCLE TAXI COACH CYCLE CYCLE TAXI COACH CYCLE CYCLE TAXI COACH CYCLE CYCLE TAXI COACH CYCLE CYCLE TAXI COACH 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 2 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 2 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 2 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 8:00 - 8:15 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 2 8:15 - 8:30 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 3 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 8:15 - 8:30 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 3 HOURLY TOTAL 0 0 2 0 0 0 0 2 0 0 6 1 0 0 0 7 9 HOURLY TOTAL 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 2 HOURLY TOTAL 0 0 6 1 0 0 0 7 0 0 0 0 0 0 0 0 7 8:30 - 8:45 0 0 1 1 0 0 0 2 0 0 3 0 1 0 0 4 6 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 8:45 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 2 8:45 - 9:00 0 0 1 0 0 0 0 1 0 0 1 2 0 0 0 3 4 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 1 2 0 0 0 3 0 0 2 1 0 0 0 3 6 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 3 9:15 - 9:30 0 0 1 0 0 0 0 1 0 0 3 0 1 0 0 4 5 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 2 HOURLY TOTAL 0 0 4 3 0 0 0 7 0 0 9 3 2 0 0 14 21 HOURLY TOTAL 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 HOURLY TOTAL 0 0 6 1 0 0 0 7 0 0 0 0 0 0 0 0 7

PERIOD TOTAL 0 0 6 3 0 0 0 9 0 0 15 4 2 0 0 21 30 PERIOD TOTAL 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 3 PERIOD TOTAL 0 0 12 2 0 0 0 14 0 0 0 0 0 0 0 0 14

16:30 - 16:45 0 0 2 0 0 0 0 2 0 0 2 0 0 0 0 2 4 16:30 - 16:45 0 0 1 0 0 0 0 1 0 0 4 1 0 0 0 5 6 16:30 - 16:45 0 0 4 0 1 0 0 5 0 0 2 0 0 0 0 2 7 16:45 - 17:00 0 0 3 1 0 0 0 4 0 0 3 0 0 0 0 3 7 16:45 - 17:00 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1 3 16:45 - 17:00 0 0 3 0 0 0 0 3 0 1 1 0 0 0 0 2 5 17:00 - 17:15 0 0 5 0 0 0 0 5 1 0 5 0 0 0 0 6 11 17:00 - 17:15 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 3 3 17:00 - 17:15 0 0 5 0 1 0 0 6 0 0 3 0 0 0 0 3 9 17:15 - 17:30 0 0 5 0 0 0 0 5 0 0 2 1 0 0 0 3 8 17:15 - 17:30 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 6 6 17:15 - 17:30 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 6 HOURLY TOTAL 0 0 15 1 0 0 0 16 1 0 12 1 0 0 0 14 30 HOURLY TOTAL 0 0 3 0 0 0 0 3 0 0 12 3 0 0 0 15 18 HOURLY TOTAL 0 0 18 0 2 0 0 20 0 1 6 0 0 0 0 7 27 17:30 - 17:45 0 0 9 0 0 0 0 9 0 0 5 1 0 0 0 6 15 17:30 - 17:45 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 3 3 17:30 - 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 - 18:00 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1 3 17:45 - 18:00 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 3 17:45 - 18:00 0 0 2 1 0 0 0 3 0 0 0 0 0 0 0 0 3 18:00 - 18:15 0 0 5 0 0 0 0 5 0 0 1 0 0 0 0 1 6 18:00 - 18:15 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 3 18:00 - 18:15 1 0 3 1 0 0 0 5 0 0 0 0 0 0 0 0 5 18:15 - 18:30 0 0 6 0 0 0 0 6 0 0 4 2 0 0 0 6 12 18:15 - 18:30 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 4 4 18:15 - 18:30 0 0 3 0 0 0 0 3 0 0 1 0 0 0 0 1 4 HOURLY TOTAL 0 0 22 0 0 0 0 22 0 0 11 3 0 0 0 14 36 HOURLY TOTAL 0 0 0 0 0 0 0 0 0 0 12 1 0 0 0 13 13 HOURLY TOTAL 1 0 8 2 0 0 0 11 0 0 1 0 0 0 0 1 12

PERIOD TOTAL 0 0 37 1 0 0 0 38 1 0 23 4 0 0 0 28 66 PERIOD TOTAL 0 0 3 0 0 0 0 3 0 0 24 4 0 0 0 28 31 PERIOD TOTAL 1 0 26 2 2 0 0 31 0 1 7 0 0 0 0 8 39

survey and presentation by trafficsense Ltd. survey and presentation by trafficsense Ltd. survey and presentation by trafficsense Ltd. Passenger Car Unit Calculation Passenger Car Unit Calculation Passenger Car Unit Calculation DATE: FRIDAY 28th MAY 2021 DATE: FRIDAY 28th MAY 2021 DATE: FRIDAY 28th MAY 2021

LOCATION: KILN LANE / TWYN GHYLL LOCATION: KILN LANE / TWYN GHYLL LOCATION: KILN LANE / TWYN GHYLL

7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 2 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 2 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 2 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 8:00 - 8:15 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 2 8:15 - 8:30 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 3 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 8:15 - 8:30 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 3 HOURLY TOTAL 0 0 2 0 0 0 0 2 0 0 6 1 0 0 0 7 9 HOURLY TOTAL 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 2 HOURLY TOTAL 0 0 6 1 0 0 0 7 0 0 0 0 0 0 0 0 7 8:30 - 8:45 0 0 1 1 0 0 0 2 0 0 3 0 2 0 0 5 7 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 8:45 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 2 8:45 - 9:00 0 0 1 0 0 0 0 1 0 0 1 2 0 0 0 3 4 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 1 2 0 0 0 3 0 0 2 1 0 0 0 3 6 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 3 9:15 - 9:30 0 0 1 0 0 0 0 1 0 0 3 0 2 0 0 5 6 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 2 HOURLY TOTAL 0 0 4 3 0 0 0 7 0 0 9 3 3 0 0 15 22 HOURLY TOTAL 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 HOURLY TOTAL 0 0 6 1 0 0 0 7 0 0 0 0 0 0 0 0 7

PERIOD TOTAL 0 0 6 3 0 0 0 9 0 0 15 4 3 0 0 22 31 PERIOD TOTAL 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 3 PERIOD TOTAL 0 0 12 2 0 0 0 14 0 0 0 0 0 0 0 0 14

16:30 - 16:45 0 0 2 0 0 0 0 2 0 0 2 0 0 0 0 2 4 16:30 - 16:45 0 0 1 0 0 0 0 1 0 0 4 1 0 0 0 5 6 16:30 - 16:45 0 0 4 0 2 0 0 6 0 0 2 0 0 0 0 2 8 16:45 - 17:00 0 0 3 1 0 0 0 4 0 0 3 0 0 0 0 3 7 16:45 - 17:00 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1 3 16:45 - 17:00 0 0 3 0 0 0 0 3 0 0 1 0 0 0 0 1 4 17:00 - 17:15 0 0 5 0 0 0 0 5 0 0 5 0 0 0 0 5 10 17:00 - 17:15 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 3 3 17:00 - 17:15 0 0 5 0 2 0 0 7 0 0 3 0 0 0 0 3 10 17:15 - 17:30 0 0 5 0 0 0 0 5 0 0 2 1 0 0 0 3 8 17:15 - 17:30 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 6 6 17:15 - 17:30 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 6 HOURLY TOTAL 0 0 15 1 0 0 0 16 0 0 12 1 0 0 0 13 29 HOURLY TOTAL 0 0 3 0 0 0 0 3 0 0 12 3 0 0 0 15 18 HOURLY TOTAL 0 0 18 0 3 0 0 21 0 0 6 0 0 0 0 6 27 17:30 - 17:45 0 0 9 0 0 0 0 9 0 0 5 1 0 0 0 6 15 17:30 - 17:45 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 3 3 17:30 - 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 - 18:00 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1 3 17:45 - 18:00 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 3 17:45 - 18:00 0 0 2 1 0 0 0 3 0 0 0 0 0 0 0 0 3 18:00 - 18:15 0 0 5 0 0 0 0 5 0 0 1 0 0 0 0 1 6 18:00 - 18:15 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 3 18:00 - 18:15 0 0 3 1 0 0 0 4 0 0 0 0 0 0 0 0 4 18:15 - 18:30 0 0 6 0 0 0 0 6 0 0 4 2 0 0 0 6 12 18:15 - 18:30 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 4 4 18:15 - 18:30 0 0 3 0 0 0 0 3 0 0 1 0 0 0 0 1 4 HOURLY TOTAL 0 0 22 0 0 0 0 22 0 0 11 3 0 0 0 14 36 HOURLY TOTAL 0 0 0 0 0 0 0 0 0 0 12 1 0 0 0 13 13 HOURLY TOTAL 0 0 8 2 0 0 0 10 0 0 1 0 0 0 0 1 11

PERIOD TOTAL 0 0 37 1 0 0 0 38 0 0 23 4 0 0 0 27 65 PERIOD TOTAL 0 0 3 0 0 0 0 3 0 0 24 4 0 0 0 28 31 PERIOD TOTAL 0 0 26 2 3 0 0 31 0 0 7 0 0 0 0 7 39

survey and presentation by trafficsense Ltd. survey and presentation by trafficsense Ltd. survey and presentation by trafficsense Ltd. Appendix C TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP WDAY TRICS Page 1 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

Calculation Reference: AUDIT-443201-210513-0501 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : J - HOLIDAY ACCOMMODATION TOTAL VEHICLES

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days 03 SOUTH WEST DC DORSET 1 days 05 EAST MIDLANDS DS DERBYSHIRE 1 days 10 WALES PS POWYS 1 days VG VALE OF GLAMORGAN 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 units Actual Range: 115 to 600 (units: ) Range Selected by User: 100 to 9700 (units: )

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/00 to 28/07/18

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 Friday 3 days

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

Selected survey types: Manual count 5 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: Free Standing (PPS6 Out of Town) 5

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: Village 1 Out of Town 4

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Secondary Filtering selection:

Use Class: n / a 5 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 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP WDAY TRICS Page 2 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

Secondary Filtering selection (Cont.):

Population within 1 mile: 1,000 or Less 2 days 1,001 to 5,000 3 days

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

Population within 5 miles: 5,001 to 25,000 3 days 50,001 to 75,000 1 days 125,001 to 250,000 1 days

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

Car ownership within 5 miles: 0.6 to 1.0 2 days 1.1 to 1.5 2 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: Not Known 3 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 5 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP WDAY TRICS Page 3 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

LIST OF SITES relevant to selection parameters

1 DC-03-J-05 CAMPING/CARAVAN DORSET STATION ROAD MORETON

Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 1 2 2 Survey date: FRIDAY 11/07/08 Survey Type: MANUAL 2 DS-03-J-01 CARAVAN PARK DERBYSHIRE MAIN ROAD THULSTON ELVASTON Free Standing (PPS6 Out of Town) Village Total Number of units: 1 5 2 Survey date: FRIDAY 29/07/11 Survey Type: MANUAL 3 HC-03-J-03 CARAVAN & CAMPING HAMPSHIRE BROCKENHURST ROAD BROCKENHURST

Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 6 0 0 Survey date: WEDNESDAY 23/08/00 Survey Type: MANUAL 4 PS-03-J-01 CAMPING/CARAVAN POWYS HAY ROAD NEAR BRECON

Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 1 1 5 Survey date: FRIDAY 19/07/02 Survey Type: MANUAL 5 VG-03-J-01 CARAVAN PARK VALE OF GLAMORGAN FONTYGARY ROAD NEAR BARRY RHOOSE Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 4 9 4 Survey date: MONDAY 22/07/02 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 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP WDAY TRICS Page 4 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

TRIP RATE for Land Use 03 - RESIDENTIAL/J - HOLIDAY ACCOMMODATION TOTAL VEHICLES Calculation factor: 1 UNITS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days UNITS Rate Days UNITS Rate Days UNITS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 5 297 0.008 5 297 0.026 5 297 0.034 08:00 - 09:00 5 297 0.033 5 297 0.049 5 297 0.082 09:00 - 10:00 5 297 0.053 5 297 0.100 5 297 0.153 10:00 - 11:00 5 297 0.057 5 297 0.124 5 297 0.181 11:00 - 12:00 5 297 0.069 5 297 0.125 5 297 0.194 12:00 - 13:00 5 297 0.079 5 297 0.102 5 297 0.181 13:00 - 14:00 5 297 0.081 5 297 0.078 5 297 0.159 14:00 - 15:00 5 297 0.086 5 297 0.077 5 297 0.163 15:00 - 16:00 5 297 0.094 5 297 0.071 5 297 0.165 16:00 - 17:00 5 297 0.105 5 297 0.057 5 297 0.162 17:00 - 18:00 5 297 0.137 5 297 0.065 5 297 0.202 18:00 - 19:00 5 297 0.119 5 297 0.083 5 297 0.202 19:00 - 20:00 2 137 0.142 2 137 0.095 2 137 0.237 20:00 - 21:00 2 137 0.124 2 137 0.051 2 137 0.175 21:00 - 22:00 2 137 0.058 2 137 0.033 2 137 0.091 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.245 1.136 2.381

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: 115 - 600 (units: ) Survey date date range: 01/01/00 - 28/07/18 Number of weekdays (Monday-Friday): 5 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 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP WDAY TRICS Page 5 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

TRIP RATE for Land Use 03 - RESIDENTIAL/J - HOLIDAY ACCOMMODATION OGVS Calculation factor: 1 UNITS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days UNITS Rate Days UNITS Rate Days UNITS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 5 297 0.000 5 297 0.000 5 297 0.000 08:00 - 09:00 5 297 0.000 5 297 0.000 5 297 0.000 09:00 - 10:00 5 297 0.001 5 297 0.001 5 297 0.002 10:00 - 11:00 5 297 0.002 5 297 0.001 5 297 0.003 11:00 - 12:00 5 297 0.001 5 297 0.001 5 297 0.002 12:00 - 13:00 5 297 0.000 5 297 0.001 5 297 0.001 13:00 - 14:00 5 297 0.002 5 297 0.001 5 297 0.003 14:00 - 15:00 5 297 0.000 5 297 0.001 5 297 0.001 15:00 - 16:00 5 297 0.000 5 297 0.000 5 297 0.000 16:00 - 17:00 5 297 0.001 5 297 0.001 5 297 0.002 17:00 - 18:00 5 297 0.001 5 297 0.001 5 297 0.002 18:00 - 19:00 5 297 0.001 5 297 0.000 5 297 0.001 19:00 - 20:00 2 137 0.004 2 137 0.000 2 137 0.004 20:00 - 21:00 2 137 0.000 2 137 0.000 2 137 0.000 21:00 - 22:00 2 137 0.000 2 137 0.000 2 137 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.013 0.008 0.021

Calculation Reference: AUDIT-443201-210513-0519 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : J - HOLIDAY ACCOMMODATION TOTAL VEHICLES

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days 05 EAST MIDLANDS DS DERBYSHIRE 1 days 10 WALES PS POWYS 1 days VG VALE OF GLAMORGAN 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 units Actual Range: 115 to 600 (units: ) Range Selected by User: 100 to 9700 (units: )

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/00 to 28/07/18

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: Saturday 2 days Sunday 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

Selected Locations: Free Standing (PPS6 Out of Town) 4

Selected Location Sub Categories: Out of Town 4

Secondary Filtering selection:

Use Class: n / a 4 days

Population within 500m Range: All Surveys Included TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP Wend TRICS Page 2 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

Secondary Filtering selection (Cont.):

Population within 1 mile: 1,000 or Less 1 days 1,001 to 5,000 2 days 5,001 to 10,000 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 2 days 50,001 to 75,000 1 days 125,001 to 250,000 1 days

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

Car ownership within 5 miles: 0.6 to 1.0 3 days 1.1 to 1.5 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: Not Known 3 days No 1 days

PTAL Rating: No PTAL Present 4 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP Wend TRICS Page 3 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

LIST OF SITES relevant to selection parameters

1 DS-03-J-02 CARAVAN & CAMPING PARK DERBYSHIRE COACH ROAD NEAR RIPLEY GOLDEN VALLEY Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 1 7 0 Survey date: SATURDAY 28/07/18 Survey Type: MANUAL 2 HC-03-J-03 CARAVAN & CAMPING HAMPSHIRE BROCKENHURST ROAD BROCKENHURST

Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 6 0 0 Survey date: SUNDAY 20/08/00 Survey Type: MANUAL 3 PS-03-J-01 CAMPING/CARAVAN POWYS HAY ROAD NEAR BRECON

Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 1 1 5 Survey date: SATURDAY 20/07/02 Survey Type: MANUAL 4 VG-03-J-01 CARAVAN PARK VALE OF GLAMORGAN FONTYGARY ROAD NEAR BARRY RHOOSE Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 4 9 4 Survey date: SUNDAY 21/07/02 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 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP Wend TRICS Page 4 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

TRIP RATE for Land Use 03 - RESIDENTIAL/J - HOLIDAY ACCOMMODATION TOTAL VEHICLES Calculation factor: 1 UNITS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days UNITS Rate Days UNITS Rate Days UNITS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 4 345 0.014 4 345 0.012 4 345 0.026 08:00 - 09:00 4 345 0.030 4 345 0.046 4 345 0.076 09:00 - 10:00 4 345 0.045 4 345 0.100 4 345 0.145 10:00 - 11:00 4 345 0.075 4 345 0.134 4 345 0.209 11:00 - 12:00 4 345 0.111 4 345 0.189 4 345 0.300 12:00 - 13:00 4 345 0.114 4 345 0.154 4 345 0.268 13:00 - 14:00 4 345 0.095 4 345 0.122 4 345 0.217 14:00 - 15:00 4 345 0.086 4 345 0.078 4 345 0.164 15:00 - 16:00 4 345 0.102 4 345 0.078 4 345 0.180 16:00 - 17:00 4 345 0.094 4 345 0.069 4 345 0.163 17:00 - 18:00 4 345 0.093 4 345 0.085 4 345 0.178 18:00 - 19:00 4 345 0.072 4 345 0.088 4 345 0.160 19:00 - 20:00 1 170 0.053 1 170 0.024 1 170 0.077 20:00 - 21:00 1 170 0.035 1 170 0.018 1 170 0.053 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.019 1.197 2.216

Parameter summary

Trip rate parameter range selected: 115 - 600 (units: ) Survey date date range: 01/01/00 - 28/07/18 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 2 Number of Sundays: 2 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 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Thursday 13/05/21 RVCLP Wend TRICS Page 5 SK Transport Planning Ltd Albion Wharf Manchester Licence No: 443201

TRIP RATE for Land Use 03 - RESIDENTIAL/J - HOLIDAY ACCOMMODATION OGVS Calculation factor: 1 UNITS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days UNITS Rate Days UNITS Rate Days UNITS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 4 345 0.001 4 345 0.001 4 345 0.002 08:00 - 09:00 4 345 0.000 4 345 0.001 4 345 0.001 09:00 - 10:00 4 345 0.000 4 345 0.001 4 345 0.001 10:00 - 11:00 4 345 0.001 4 345 0.000 4 345 0.001 11:00 - 12:00 4 345 0.001 4 345 0.002 4 345 0.003 12:00 - 13:00 4 345 0.001 4 345 0.000 4 345 0.001 13:00 - 14:00 4 345 0.001 4 345 0.001 4 345 0.002 14:00 - 15:00 4 345 0.001 4 345 0.001 4 345 0.002 15:00 - 16:00 4 345 0.001 4 345 0.000 4 345 0.001 16:00 - 17:00 4 345 0.001 4 345 0.001 4 345 0.002 17:00 - 18:00 4 345 0.002 4 345 0.001 4 345 0.003 18:00 - 19:00 4 345 0.000 4 345 0.001 4 345 0.001 19:00 - 20:00 1 170 0.006 1 170 0.000 1 170 0.006 20:00 - 21:00 1 170 0.000 1 170 0.000 1 170 0.000 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.016 0.010 0.026