Mawgan Porth Beachfront Regeneration Transport Statement

For Cornish Fresh Ltd and Mahesh Patel

Date: 2 March 2021 Doc ref: 17682-HYD-XX-XX-RP-TP-4001

DOCUMENT CONTROL SHEET

Issued by Hydrock Consultants Limited T +44 (0)1209 719037 2 East Pool F +44 (0)870 838 1078 Tolvaddon Energy Park E camborne@hydrock.com Camborne www.hydrock.com Cornwall TR14 0HX United Kingdom

Client Cornish Fresh Ltd and Mahesh Patel

Project name Mawgan Porth Beachfront Regeneration

Title Transport Statement

Doc ref 17682-HYD-XX-XX-RP-TP-4001

Project no. 17682

Status S3 - Suitable for Review and Comment

Date 02/03/2021

Document Production Record

Issue Number P03 Name

Prepared by Ben Smith-Laing CEng MEng MCIHT CMILT

Checked by Mark Pearce MCIHT

Approved by Ben Smith-Laing CEng MEng MCIHT CMILT

Document Revision Record

Issue Number Status Date Revision Details

P01 S2 05/02/2021 DRAFT for client team comment.

P02 S2 02/03/2021 Floor area updates

P03 S2 02/03/2021 Further floor area updates

Hydrock Consultants Limited has prepared this report in accordance with the instructions of the above named client for their sole and specific use. Any third parties who may use the information contained herein do so at their own risk.

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CONTENTS

1. INTRODUCTION AND BACKGROUND ...... 1 1.1 Introduction ...... 1 1.2 The Planning Application ...... 1 2. SITE LOCATION AND EXISTING CONDITIONS ...... 3 2.1 Site Location ...... 3 2.2 The Highway Network - Local / Primary ...... 4 2.3 The Local Area...... 4 2.4 Public Rights of Way ...... 5 2.5 Highway Safety ...... 6 3. DEVELOPMENT PROPOSAL ...... 9 3.1 The Planning Application ...... 9 3.2 Off-site Improvements ...... 11 3.3 Parking Strategy / Provision ...... 11 4. TRANSPORT POLICY AND GUIDANCE CONTEXT ...... 12 4.1 Preface ...... 12 4.2 National Policy: ...... 12 4.3 Local Policy: ...... 13 4.4 Additional Guidance:...... 14 5. SUSTAINABLE TRANSPORT ACCESS ...... 15 5.1 Preface ...... 15 5.2 Existing Local Services, Amenities and Facilities ...... 15 5.3 Accessibility by Walking ...... 16 5.4 Accessibility by Cycling ...... 17 5.5 Public Transport ...... 18 5.6 Linked Trips ...... 19 5.7 Car Sharing ...... 19 6. DEVELOPMENT TRIP GENERATION ...... 20 6.1 Preface ...... 20 6.2 TRICS Analysis ...... 20 6.3 Trip Rate Calculations - Retail ...... 20 6.4 Trip Rate Calculations - Residential Dwellings...... 21 6.5 Trip Rate Calculations - Combined ...... 22

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7. SUMMARY AND CONCLUSIONS ...... 23 7.1 Summary ...... 23 7.2 Conclusions ...... 23

Tables

Table 2.1: PIA Incidents ...... 7 Table 5.1: Local Services, Amenities and Facilities in Context with the Redevelopment Site ...... 15 Table 5.2: Summary of Local Bus Services ...... 18 Table 6.1: Forecast Trip Attraction (Retail - 353sqm) ...... 20 Table 6.2: Forecast Trip Attraction (Retail - 353sqm) – 50% new trips ...... 21 Table 6.2: Forecast Trip Generation (Residential - 14 Dwellings)...... 21

Figures

Figure 2.1: Site Location Relative to the Surrounding Area ...... 3 Figure 2.2: Site Location ...... 4 Figure 2.3: Summary of Local / Wider Highway Network (Source: CC, 2021) ...... 4 Figure 2.4: Local rights of way ...... 6 Figure 2.5: Extent of PIA Data Review ...... 7 Figure 5.1: 30, 45 and 60-minute walking isochrones ...... 16 Figure 5.2: 30, 45 and 60-minute cycling isochrones ...... 17 Figure 5.3: 30, 45 and 60-minute public transport isochrones ...... 18

Appendices

Appendix A Site Layout Plan and Swept Path Analysis Appendix B PIA Data Appendix C Local Bus Service Timetables Appendix D TRICS Outputs

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1. INTRODUCTION AND BACKGROUND 1.1 Introduction

1.1.1 This Transport Statement (TS) has been prepared by Hydrock on behalf of Cornish Fresh Ltd and Mahesh Patel in support of a planning application for the proposed regeneration development at Mawgan Porth, Cornwall.

1.1.2 The proposals are for a comprehensive redevelopment of the retail and residential properties and surrounding site to re-provide better quality, flood resilient and efficient retail premises, public realm and highways improvements along with an additional 14 residential units to support the viability of the redevelopment.

1.1.3 The proposals will deliver 28 residential & commercial visitor parking spaces on site, with a minimum of 50% fitted with electric vehicle charging points, as well as both visitor and secure cycle storage for the residential units alongside secure surf storage. Further improvements will be made to the site’s flood resilience, boundaries, public and private realm, pedestrian safety and links outside the ownership boundary

1.1.4 This TS serves to demonstrate that the proposed redevelopment will be acceptable in terms of transportation, highway safety and access and that it is compliant with relevant national and local planning policies, particularly Policy 27 of the Cornwall Local Plan, which states:

All developments should:

Provide safe and suitable access to the site for all people and not cause a significantly adverse impact on the local or strategic road network that cannot be managed or mitigated…

1.1.5 The TS identifies any transport issues relating to the redevelopment site (existing conditions) and provides details of the planning application proposals. This includes any issues associated with accessibility and connectivity, an assessment of the traffic predicted to be generated by the proposed residential dwellings and the corresponding traffic impact on the surrounding local highway network, as a result of the redevelopment.

1.1.6 In preparing this report, the recent safety record of the local highway network has been examined, as has the accessibility of the redevelopment site by non-car modes of transport.

1.1.7 Accordingly, this TS puts forward an informed argument as to why it is considered that there would be no material highways or transportation matters that would preclude the Local Highway Authority (LHA) and Local Planning Authority (LPA), both being Cornwall Council (CC) from approving this planning application. 1.2 The Planning Application

1.2.1 The proposal seeks remove the exiting retail and residential buildings that surround the former petrol station site at Mawgan Porth. These are currently a mix of architectural styles and present a disjointed frontage. They will be replaced by a comprehensive improvement and redevelopment scheme, delivering an improved food store and separate takeaway to replace the existing 'Cornish Fresh' shop and takeaway, as well as three smaller retail units to replace the existing retailers. In addition, there will be 16 residential flats on the upper levels of the development.

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1.2.2 The main attraction of Mawgan Porth is its spectacular beachfront location. The proposed retail units are primarily intended to serve people already visiting the area, offer an improved appearance and increasing basket size and retail spend. It is relatively unlikely that they will act as an attractor in their own right.

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2. SITE LOCATION AND EXISTING CONDITIONS 2.1 Site Location

2.1.1 The redevelopment site is situated at Mawgan Porth on the north coast of Cornwall, approximately 4 miles to the north of Newquay and 6.5 miles southwest of Padstow.

2.1.2 Mawgan Porth is a well-known, large sandy beach and a popular tourist destination. It has two privately-operate car parks, each capable of accommodating around 100 cars. The development site was previously a petrol filling station but has been used as a food store and takeaway for more than 10 years. The adjacent retail units are based around an extended bungalow.

2.1.3 There are several other businesses around Mawgan Porth:

• The Merrimoor Inn • Blue Bar Fish and Chips • Catch Seafood Restaurant • Driftwood Diner • Bedruthan Steps Hotel and Spa 2.1.4 The site location relative to Newquay and Padstow and the A30(T) is shown in Figure 2.1.

Padstow

Redevelopment Site

Newquay

Figure 2.1: Site Location Relative to the Surrounding Area

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2.2 The Highway Network - Local / Primary

2.2.1 It is important to consider the local highway network in order to establish the ease of accessibility of the site and also the ability of residents to access services, amenities and from the site:

2.2.2 Figure 2.2 highlights the local/primary road network near the redevelopment site. A description of the road network follows.

A3089

Redevelopment Site

C0054 A39

B3276

Figure 2.2: Site Location

A3059

Figure 2.3: Summary of Local / Wider Highway Network (Source: CC, 2021)

2.3 The Local Area

B3276

2.3.1 The main vehicle route to the site is likely to be the B3276, which is the coast road between Newquay and Padstow.

2.3.2 The road is of a varying standard but generally operates well, with free-flowing traffic. The exception to this would be holiday periods, such as the summer months when traffic levels are higher than normal. In addition, there tends to be an increased number of larger vehicles such as motorhomes and caravans

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2.3.3 In the vicinity of the site, the B3276 is approximately 6m wide, with a 2m footway. This is well-used by beach visitors. There is also an informal crossing point with a central island. Again, this is well used. This section of road is subject to a 30mph speed limit.

2.3.4 Approximately 50m west of the development site, the road narrows as it crosses the River Menalhyl. This narrowed section is approximately 30m long and requires one way working, with give-way markings for southbound vehicles. This has the beneficial effect of slowing vehicles down, allowing free pedestrian movement between the car parks and shops on the southeastern side of the road and the beach.

2.3.5 North and south of the development site, the road rises steeply towards Trenance and Trevarrian respectively.

C0054

2.3.6 The COO54 is the unnamed road that runs immediately north of the development site, linking to St Mawgan. It is a narrow country lane with passing places and is generally lightly trafficked. Due to its character and geometry, it is unlikely to carry any significant volume of trips to the site.

2.3.7 It is the most likely route for people travelling from St Mawgan, but the village has its local convenience store and takeaway, so the numbers are unlikely to be significant.

A39

2.3.8 The A39 runs in an approximately north / south alignment around 4.5 miles east of the development site. It is in important distributor road for the north coast, running between the A30 Highgate Hill junction at Indian Queens, through Wadebridge and Camelford, north to Bude and on into Devon. It is part of Cornwall's Major Road Network.

2.3.9 It is a high standard single-lane carriageway and generally constructed to trunk road standards. It has a high traffic capacity and is largely subject to the national speed limit. 2.4 Public Rights of Way

2.4.1 Public Rights of Way (PRoW) are Highways over which the public have linear rights of access and are protected and maintainable at public expense by the Highway Authority (Highways Act 1980). The Definitive Map & Statement of Public Rights of Way (DMS) provides the legal a record of all recorded Public Rights of Way and is conclusive evidence that public rights exist over land (Section 56 Wildlife & Countryside Act 1981).

2.4.2 The Definitive Map of Public Rights of Way (online version) shows that there are several public footpaths and a bridleway close to the development. The most important one of these would be the Coastal Path, which is popular with residents and tourists.

2.4.3 Footpath 409/1/1 and bridleway 409/32/1 also create an excellent link to Sun Haven Holiday Park, less than a mile to the east of the site.

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Redevelopment Site

Figure 2.4: Local rights of way 2.5 Highway Safety

2.5.1 The purpose of examining Personal Injury Accident (PIA) data is to ascertain if there are elements of the highway examined that may be causal factors in PIA events.

2.5.2 It is unlikely that a single incident at a particular location will be of sufficient evidential value to implicate highway design or condition as a causal factor unless the particular highway issue is in some way extreme, so particular attention is paid to accident clusters. Notwithstanding the foregoing, weather conditions can also affect the level of highway risk but mitigating hazardous weather conditions is not usually achieved through alterations to the highway.

2.5.3 The extent of recorded road traffic collisions in the vicinity of the redevelopment site has been established from CrashMap1. The information has been obtained covering the latest available three- year period in line with current guidance.

2.5.4 The extent assessed is shown in Figure 2.8, with all roads shown being examined:

1 www.crashmap/paidsubscriptions.co.uk

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Key:

Redevelopment Site

Serious Accident

Figure 2.5: Extent of PIA Data Review

2.5.5 Table 2.1 shows the number of PIA's that occurred within the 5-year analysis period. Collision classification has been categorised into three types; slight, serious and fatal. For clarification, the ‘Serious’ injury collision category includes incidents that have resulted in serious injuries to one or more persons, however, do not include fatalities.

Table 2.1: PIA Incidents

Slight Serious Fatal Total

2017 - 1 - 1

Total - 1 - 1

Summary of Highway Safety

2.5.6 It is apparent from the analysis that a single PIA incident has occurred within the study period (latest available five years) and defined area.

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2.5.7 Whilst any incident is regrettable, this is a very low number, and, although the incident resulted in a serious injury, the fact that it involved a single vehicle and occurred late at night suggests a loss of control incident rather than any specific defect in the local highway network.

2.5.8 Given the PIA data presented, it is considered that the surrounding highway network, operates in a low- risk manner with no existing deficiencies within the highway layout at the junctions where development trips are likely to occur.

2.5.9 Copies of the PIA record are contained at Appendix C to the rear of this report, along with a plan identifying the PIA incident location.

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3. DEVELOPMENT PROPOSAL 3.1 The Planning Application

3.1.1 The proposals are for a comprehensive redevelopment of the retail and residential properties and surrounding site to re-provide better quality, flood resilient and efficient retail premises, public realm and highways improvements along with an additional 14 residential units to support the viability of the redevelopment. The existing units on the site will be demolished.

3.1.2 The proposals will deliver 28 residential & commercial visitor parking spaces on site, with a minimum of 50% fitted with electric vehicle charging points, as well as both visitor and secure cycle storage for the residential units alongside secure surf storage. Further improvements will be made to the site’s flood resilience, boundaries, public and private realm, pedestrian safety and links outside the ownership boundary

3.1.3 The floor areas of the proposed retail units are as follows:

• Cornish Fresh (food retail and takeaway)- 245sqm • 3-bedroom flat over Cornish Fresh • Art Gallery (Retail) - 12sqm • Married to the Sea (Retail) - 30sqm • Single bed residential over Married to the Sea • Disco Beds (retail) - 106sqm • TOTAL RETAIL AREA - 393sqm • TOTAL RESIDENTIAL - 2 flats 3.1.4 The floor areas of the proposed retail units are as follows:

• Unit A (Retail) - 77sqm • Unit B (Retail) - 41sqm • Unit C (Retail) - 103sqm • Unit D (Food Retail) - 232sqm • Unit E (Take Away) - 143sqm • Shared back of house for Units D &E – 168sqm • Pizza Shack (Takeaway) - 11sqm • TOTAL RETAIL AREA - 578sqm 3.1.5 The net increase in retail floor area is therefore 353sqm (including back of house).

3.1.6 The retail units will have 4 short-term parking bays (including 1 disabled) for customers, 18 cycle spaces and a delivery bay along the site frontage. The delivery bay will be used out of hours. These parking bays will be accessed from the existing Mawgan Port car park access. Two of the bays will offer electric car charging.

3.1.7 The pedestrian area fronting the retail units will be significantly improved. It is also likely that the cycle parking will be used by visitors to the beach and other local businesses. There is no cycle parking at present, so this represents a material gain.

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3.1.8 In addition to these retail units, the development will include 16 residential flats (an increase of 14), divided as follows:

• 2 x 1-bedroom • 13 x 2-bedroom • 1 x 3-bedroom 3.1.9 The residential units will be supported by 24 parking spaces and 14 cycle spaces. These will be provided at ground and first-floor levels accessed from the C0054 road that leads to Mawgan. Electric car changing will be available in the upper deck.

3.1.10 The access to the residential parking will be via two one-way ramps from street level. Given the relatively small number of spaces accessed from each ramp, it is not envisaged that any form of control would be required.

3.1.11 A Site Layout Plan is included within Appendix A. Swept path drawings of cars entering the site access ramps are also included.

3.1.12 The visibility splays from the site access are 2m x 43m. The y distance of 43 is appropriate for a 30mph based on figures set out in Manual for Streets. The x distance of 2m is less than the 2.4m that is normally required. However, Manual for Streets does permit relaxations where emerging traffic levels are low, stating in paragraph 7.7.7:

A minimum figure of 2 m may be considered in some very lightly-trafficked and slow-speed situations, but using this value will mean that the front of some vehicles will protrude slightly into the running carriageway of the major arm. The ability of drivers and cyclists to see this overhang from a reasonable distance, and to manoeuvre around it without undue difficulty, should be considered.

3.1.13 The reduction to 2m allows significantly more efficient use to be made of the site by a placing the ramps close to the site boundary. Given that the parking areas only serve 16 flats, traffic movements will be minimal (see Section 6 for more details), and the reduction to 2m is considered appropriate

3.1.14 Refuse collection for both commercial and residential units will be undertaken at street level, with bin stores provided adjacent to the public highway.

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3.2 Off-site Improvements

3.2.1 Due to the minimal transport impacts of the scheme (as set out in Section 6) of this report, few off-site works are required. However, the following improvements will be provided:

• Raised table across COO54 (unnamed road linking to St Mawgan): » Creates a level crossing facility for pedestrians » Links to bus stop promoting sustainable transport » Further limits vehicle speeds (already low at this point) » Offers a dry means of escape in extreme flooding events • Minor amendments to southern radius of C0054: » Improves visibility splays from site access » Does not impact on turning vehicles. 3.2.2 In addition, although not strictly off-site improvements, the significant improvements to the area in front of the buildings will greatly enhance the public realm and pedestrian experience. 3.3 Parking Strategy / Provision

3.3.1 Reference has been made to the CC 'Travel Plans - Advice for Developers in Cornwall' (2013) document which sets out the CC parking guidelines (maximum standards) for retail and residential land use applicable to the redevelopment and provides the following maximum standards:

Food retail = 1 sp/14 sqm GFA

Non-food retail = 1 sp/25 sqm GFA -

Residential = 1 space per unit where highly accessible and 2 spaces per unit elsewhere

Disabled Parking Spaces = 5% (min) of all uses

Cycle parking 4% (min) of all spaces

3.3.2 The retail units will only have a 4 staff parking bays in total and are therefore well-within these maximum standards. As the shops are primarily intended to serve existing beach visitors and not be a destination in their own right., customer parking will be from the large car parks that already service the beach.

3.3.3 The 24 parking spaces for the 16 residential flats equate to 1.5 spaces per dwelling on average. Again this is within the maximum permissible standards and is considered appropriate to this location.

3.3.4 There are existing parking controls on street around the site. Due to the layout of the highway, these are largely self-enforcing. This is reinforced by formal enforcement that already takes place regularly. The development is therefore highly unlikely to result in any overspill parking.

3.3.5 To promote sustainable modes travel and the viability of cycling as a travel choice, cycle parking significantly exceeds the 4% minimum.

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4. TRANSPORT POLICY AND GUIDANCE CONTEXT 4.1 Preface

4.1.1 New developments should accord with national and local transport policies and government advice. Therefore, this document considers the highway policy and guidance documents listed below. 4.2 National Policy:

National Planning Policy Framework (2019) - Section 9 - Promoting Sustainable Transport.

4.2.1 The revised NPPF document states that:

"Transport issues should be considered from the earliest stages of plan-making and development proposals, so that:

a) the potential impacts of development on transport networks can be addressed;

b) opportunities from existing or proposed transport infrastructure, and changing transport technology and usage, are realised – for example in relation to the scale, location or density of development that can be accommodated;

c) opportunities to promote walking, cycling and public transport use are identified and pursued;

d) the environmental impacts of traffic and transport infrastructure can be identified, assessed and taken into account – including appropriate opportunities for avoiding and mitigating any adverse effects, and for net environmental gains; and

e) patterns of movement, streets, parking and other transport considerations are integral to the design of schemes, and contribute to making high quality places".

4.2.2 Under 'considering development proposals' within the NPPF paragraphs 108 & 109 state:

"In assessing sites that may be allocated for development in plans, or specific applications for development, it should be ensured that:

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; and

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.

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".

4.2.3 Paragraph 111 concludes that:

"All developments that will generate significant amounts of movement should be required to provide a travel plan, and the application should be supported by a transport statement or transport assessment so that the likely impacts of the proposal can be assessed".

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4.3 Local Policy:

Travel Plans - Advice for Developers in Cornwall (2013)

4.3.1 The document sets out the requirements / provisions for Travel Plans in Cornwall but also contains CC parking guidelines for residential developments which have been referred to for this development.

Cornwall Local Plan (2010 - 2030)

4.3.2 The Cornwall Local Plan was formally adopted on 22 November 2016, covering the period up to 2030. The Local Plan establishes the context for future growth and development within Cornwall and the framework for all development plan documents.

4.3.3 Policy 27 of the Local Plan Strategic Policies relates to Transport and Accessibility and states the following:

"All developments should:

Provide safe and suitable access to the site for all people and not cause a significantly adverse impact on the local or strategic road network that cannot be managed or mitigated. For major developments to ensure a resilient and reliable transport system for people, goods and services, development proposals should:

1. Be consistent with and contribute to the delivery of Connecting Cornwall 2030, Cornwall’s Local Transport Plan or any subsequent LTPs; and 2. Locate development and / or incorporate a mix of uses so that the need to travel will be minimised and the use of sustainable transport modes can be maximised by prioritising safe access by walking, cycling and public transport to minimise car travel; and 3. Locate larger developments which attract a proportionally larger number of people in the city and main towns or locations which are highly accessible by public transport. Any proposals which do not accord with this will require significant justification and provide clear transport benefits; and 4. Be designed to provide convenient accessible and appropriate cycle and pedestrian routes, public transport and road routes within and in the immediate vicinity of the development; and 5. Be accompanied by an effective travel plan that delivers hard and soft measures to support new occupants in adopting sustainable travel habits; and 6. Safeguard land for the delivery of strategic transport opportunities including land around existing facilities to allow for expansion and use for future sustainable modes of travel e.g. closed branch rail lines and links to the Isles of Scilly; and 7. Provide public transport solutions including park and ride where there is evidence that it will remove traffic from the highway network, is economically viable and that which accord with the appropriate transport strategy for the area". 4.3.4 The development’s sustainable location, opportunity for linked trips with beach visitors and minimal traffic impact ensure that it fully complies with this key policy.

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4.4 Additional Guidance:

Manual for Streets 1 & 2 (MfS) - 2007 / 2010

4.4.1 Manual for Streets (MfS), published in March 2007 and 2010, provides guidance for practitioners involved in the planning, design, provision and approval of new streets, and modifications to existing ones. It aims to increase the quality of life through good design which creates more people-oriented streets. It is used predominantly for the design, construction, adoption and maintenance of new residential streets, but it is also applicable to existing residential streets subject to re-design.

4.4.2 MfS recommends that schemes should follow a user hierarchy which should prioritise the following from top to bottom:

• "Pedestrians; • Cyclists; • Public transport users; • Specialist service vehicles (e.g. emergency services, waste etc.); and • Other motor traffic". 4.4.3 MfS aims to assist in the creation of streets that:

• "Help to build and strengthen the communities they serve; • Meet the needs of all users, by embodying the principles of inclusive design (see box); • Form part of a well-connected network; • Are attractive and have their own distinctive identity; • Aare cost-effective to construct and maintain; and • Are safe". 4.4.4 Manual for Streets 2: Wider Application of the Principles (MfS2) forms a companion guide to Manual for Streets (MfS1). MfS2 builds on the guidance contained in MfS1, exploring in greater detail how and where its key principles can be applied to busier streets and non-trunk roads, thus helping to fill the perceived gap in design guidance between MfS1 and the Design Manual for Roads and Bridges (DMRB).

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5. SUSTAINABLE TRANSPORT ACCESS 5.1 Preface

5.1.1 In line with the latest government guidance, it is necessary to consider how accessible the redevelopment site is by non-car modes and to encourage the use of these modes to maximise sustainable travel choices. 5.2 Existing Local Services, Amenities and Facilities

5.2.1 Manual for Streets (paragraph 4.4.1) states that ‘walkable neighbourhoods’ are:

“Typically characterised by having a range of facilities within 10 minutes’ (up to about 800m) walking distance of residential areas which residents may access comfortably on foot. However, this is not an upper limit and that walking offers the greatest potential to replace short car trips, particularly those under 2km".

5.2.2 When examining the upper limits for walking and cycling it is considered to be industry-standard best practice to use upper limits of 2.0km for walking and 5.0km for cycling. This equates to 25 minutes of walking or 16 minutes of cycling.

5.2.3 Although it is acknowledged that the development site is not centrally located, the popularity of the beach means that it is an excellent business location and there is a good range of facilities in the local area.

5.2.4 The distances to a range of services and facilities (taken from the centre of the site and provided as actual walking/cycle distances), is outlined in Table 4.1.

Table 5.1: Local Services, Amenities and Facilities in Context with the Redevelopment Site

Approximate Distance from Approximate journey time Service / Facility journey time on site by Cycle3 Foot2 Closest Bus Stop – ‘Betty’s Shop’ or 20m < 1 minute < 1 minute ‘Mawgan Porth Pitch and Putt’ Beach Box Cafe 20m < 1 minute < 1 minute Catch Seafood Bar and Grill 20m < 1 minute < 1 minute Driftwood Diner 20m < 1 minute < 1 minute The Blue Fish Bar 60m 1 minute < 1 minute The Merrimoor Inn 60m 1 minutes < 1 minute Bedruthan Steps Hotel and Spa 950m 7 minutes 1.5 minutes

2 Based on walking speed of 80m/minute, taken from ‘Providing for Journeys on Foot’, IHT 3 Based on cycling speed of 320m/minute (19.2kph), taken from Cycling England Design Guide

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5.3 Accessibility by Walking

5.3.1 Paragraph 2.3 of TA91/05 Provision for Non-Motorised Users (NMU) states that ‘Walking is used to access a wide variety of destinations including educational facilities, shops, and places of work, normally within a range of up to 2 miles (3.2km)'. Paragraph 2.2 of TA91/05 states that 2 miles is ‘ a distance that could easily be walked by the majority of people’ and (at paragraph 2.3) that ‘Walking and rambling can also be undertaken as a leisure activity, often over longer distances’. Although this document has now been withdrawn, the guidance that it provides on likely walking and cycling distances remains appropriate.

5.3.2 Footway provision to the immediate vicinity of the redevelopment site is considered 'good' and connects well to the beach and car parks, which are likely to be the main sources of foot traffic to the retail units. In addition, there are good connections for residents to the immediate local businesses.

5.3.3 Also, there is the Coast Path, which is very popular with both tourists and locals. This route I likely to attract a significant number of customers. It also provides recreation facilities for future residents.

5.3.4 The following isochrones show 30, 45 and 60-minute walking distances from the site. These are longer than would generally be applied but reflect the predominantly leisure walking that is likely to be associated with the site.

Figure 5.1: 30, 45 and 60-minute walking isochrones

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 16

5.4 Accessibility by Cycling

5.4.1 Concerning cycling, TA91/05 goes on to state (paragraph 2.11) that ‘Cycling is used for accessing a variety of different destinations, including educational facilities shops and places of work, up to a range of around 5 miles (8km). Cycling is also undertaken as a leisure activity, often over much longer distances.’ At paragraph 2.9, TA91/05 states that 5 miles (8km) is a distance ‘that could easily be cycled by the majority of people’.

5.4.2 This is consistent with the statement in LTN02/08 Cycle Infrastructure Design (paragraph 1.5.1) that ‘for commuter journeys, a trip distance of over five miles is not uncommon’, and that ‘Novice and occasional leisure cyclists will cycle longer distances where the cycle ride is the primary purpose of their journey. A round trip on a waymarked leisure route could easily involve distances of 20 to 30 miles. Experienced cyclists will often be prepared to cycle longer distances for whatever journey purpose.’

5.4.3 Whilst there are no specific cycle measures such as dedicated cycle lanes or shared pedestrian/cycle lanes provided in the vicinity of the site, the scenic nature of the B3276 attract leisure cyclists, particularly in summer months.

5.4.4 The following isochrones show 30, 45 and 60-minute cycling distances from the site. These are longer than would generally be applied but reflect the predominantly leisure walking that is likely to be associated with the site.

Figure 5.2: 30, 45 and 60-minute cycling isochrones

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 17

5.5 Public Transport

Bus Services

5.5.1 The nearest bus stop is located immediately adjacent to the redevelopment site at Betty’s Shop and the Pitch and Putt. This is served by route 56, run by Transport for Cornwall

5.5.2 Further information on bus routes and frequency can be obtained from www.travelinesw.com.

5.5.3 A summary of the 56 route is provided in Table 4.3, and the bus timetable is included in Appendix D.

Table 5.2: Summary of Local Bus Services

Days of Hours of Service No. Operator Route Operation Operation

Mon-Sat c 07:46 to 18:21 Newquay - Newquay Airport - St Transport for 56 Mawgan - St Eval - Constantine Bay - Cornwall Padstow Sunday 10:16 to 18

5.5.4 The following isochrones show 30, 45 and 60-minute bus journeys from the site, showing that the local centres of Newquay and Padstow would be readily accessible:

Figure 5.3: 30, 45 and 60-minute public transport isochrones

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 18

5.6 Linked Trips

5.6.1 As suggested above, the potential for fully non-motorised access to the redevelopment site is considered to be reasonable. However, it is possible trips could involve walking in particular as an element within a linked trip.

5.6.2 In the current instance, the most suitable “walking” link will likely be between the redevelopment site and the bus stops located on East End and North Street. A further example of a linked trip could involve walking to one of the bus stops and utilising one of the bus services to either Redruth Railway Station and utilising the available rail services. 5.7 Car Sharing

5.7.1 Car Sharing provides a sustainable modal choice with a potential door to door option for residents and shop staff. Car sharing is a modal choice that is considered to have more advantages than disadvantages, as stated it can be door to door or very near to that, it reduces costs and provides an opportunity for discussion, both personal and work-based; personal security is also much less of an issue if you are well acquainted with your travel partner(s).

5.7.2 For reference, residents can sign up to car share schemes in Cornwall via the following websites www.liftshare.com and www.blablacar.co.uk.

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 19

6. DEVELOPMENT TRIP GENERATION 6.1 Preface

6.1.1 This section identifies the likely vehicular impact of the development proposal associated with the redevelopment site upon the local highway network. As previously stated, the retail elements of the scheme are primarily intended to serve existing beach traffic and would not act as a destination in their own right. They will therefore have no effect on traffic levels on the local highway network. The figures set out in this section of the report should be read with this in mind. 6.2 TRICS Analysis

6.2.1 To assess the impacts of the proposed residential development on the local highway network, the vehicular traffic generation of the proposal has been calculated using trip rates derived from the Trip Rate Information Computer System (TRICS 7.6.1) database.

6.2.2 TRICS is used to derive the predicted arrival and departure trips likely to be generated by a development proposal. The TRICS database predicts the likely number of trips from a proposed development by comparing the site with existing developments of similar size and characteristics across the UK. It is usually the case that the potential traffic generation from a new development proposal is unknown and therefore the TRICS database provides a useful tool to predict the anticipated trip rate generation. 6.3 Trip Rate Calculations - Retail

6.3.1 As per Section 3, the net increase in retail floor area is 353sqm. This development is primarily intended to increase basket size rather than attract additional customers. In addition, it is very unlikely that any significant number of vehicles would choose to make a specific trip to the site, with almost all custome being linked to trips to the beach or adjacent retail and restaurant units.

6.3.2 Due to the proximity of the retail units to both each other and other local businesses, they effectively act as a small shopping centre. The TRICS assessment has therefore been based on the category ‘Local Shops’, with the town and residential centre-based surveys excluded. The assessment has been based on the overall increase in floor area.

6.3.3 The summary of the vehicular trips associated with the proposed retail development is shown in Table 6.1 and the full TRICS outputs are provided in Appendix G.

Table 6.1: Forecast Trip Attraction (Retail - 353sqm)

Trip Rate Per 100sqm Total Trips Retail - 353sqm Total Arrivals Departures Arrivals Departures Weekday AM Peak 3.713 3.349 13 12 46 08:00 – 09:00 Weekday Retail Peak 5.75 5.424 20 19 72 12:00-13:00 Weekday PM Peak 4.757 5.146 17 18 59 17:00 – 18:00 Saturday Retail Peak 5.829 5.936 21 21 73 13:00-14:00

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 20

6.3.4 Almost all of these trips are likely to be passby, linked or diverted trips. In order to present a worst-case assessment, it has been assumed that 50% of trips are wholly new. This is likely to be a significant underestimate in reality. The net trips that result are shown below:

Table 6.2: Forecast Trip Attraction (Retail - 353sqm) – 50% new trips

Gross Trips Net Trips (50%) Retail - 353sqm Arrivals Departures Total Arrivals Departures Total Weekday AM Peak 13 12 46 7 6 23 08:00 – 09:00 Weekday Retail Peak 20 19 72 10 10 36 12:00-13:00 Weekday PM Peak 17 18 59 8 9 30 17:00 – 18:00 Saturday Retail Peak 21 21 73 10 10 36 13:00-14:00

6.3.5 Even under the worst-case scenario (Saturday retail peak) and withteh robust assumption of 50% new trips, the retail elements only attract an additional 36 movements. The trip generation equates to approximately 1 vehicle movement every 1.5 minutes at worst, which is unlikely to be perceptible to other road users and would have no material impact on the operation of the local highway network.

6.3.6 As set out in paragraph 6.1.1, these figures are likely to be a significant overstatement of the levels that would be experienced in reality, as custom would be taken almost exclusively from existing beach traffic. 6.4 Trip Rate Calculations - Residential Dwellings

6.4.1 To provide a trip generation associated with the proposed residential units, Cornwall Council’s approved rates for private flats have been used.

6.4.2 The summary of the vehicular trips associated with the proposed residential development is shown in Table 6.1. Again, this has been calculated on the increase in flats compared to existing (16 flats proposed, 2 existing):

Table 6.3: Forecast Trip Generation (Residential - 14 Dwellings)

Residential - 14 Trip Rate Per Dwelling Total Trips Total Dwellings Arrivals Departures Arrivals Departures Network AM Peak 0.14 0.46 2 6 8 08:00 – 09:00 Network PM Peak 0.054 0.163 1 2 3 17:00 – 18:00

6.4.3 The trip generation equates to approximately 1 vehicle movement every 7.5 minutes at worst, which is unlikely to be perceptible to other road users and would have no material impact on the operation of the local highway network.

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 21

6.5 Trip Rate Calculations - Combined

6.5.1 The trip numbers set out in Table 6.1 and Table 6.3 are very low. Even if the worst case movements for both uses are combined, the (i.e. Saturday Retail Peak combined with Residential AM Peak) and it is assumed that 50% of retail trips are wholly new to the highway network, there would only be 44 additional movements, which is 1 movement every 1.4 minutes and would have no material impact.

6.5.2 The analysis of the available information demonstrates that the proposed redevelopment will not generate an adverse increase in vehicular movements, therefore allowing for the free flow and safe movement of traffic along with the surrounding local highway network.

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 22

7. SUMMARY AND CONCLUSIONS 7.1 Summary

7.1.1 This Transport Statement (TS) has been prepared by Hydrock on behalf of Cornish Fresh Ltd and Mahesh Patel in support of a planning application for the proposed regeneration development at Mawgan Porth, Cornwall.

7.1.2 The proposals are for a comprehensive redevelopment of the retail and residential properties and surrounding site to re-provide better quality, flood resilient and efficient retail premises, public realm and highways improvements along with an additional 14 residential units to support the viability of the redevelopment.

7.1.3 The proposals will deliver 28 residential & commercial visitor parking spaces on site, with a minimum of 50% fitted with electric vehicle charging points, as well as both visitor and secure cycle storage for the residential units alongside secure surf storage. Further improvements will be made to the site’s flood resilience, boundaries, public and private realm, pedestrian safety and links outside the ownership boundary

7.1.4 This TS has been produced to provide the necessary information for the LHA and LPA to consider the merits of the development in terms of accessibility, highway safety and the impact of the development traffic on the local highway network. 7.2 Conclusions

7.2.1 The conclusions of this TS are as follows:

• The proposal seeks to deliver an improved food store to replace the existing 'Cornish Fresh' shop and takeaway, as well as three smaller retail units to replace the existing retailers. In addition, there will be 16 residential flats on the upper levels of the development. • The proposed retail units are primarily intended to serve people already visiting the area, offer an improved appearance and increasing basket size and retail spend. It is relatively unlikely that they will act as an attractor in their own right. • The net increase in retail area is 353sqm, with an additional 14 flats. • The development scheme will be supported by minor off-site works, including the provision of a raised crossing facility for pedestrians immediately north of the site, linking to the closest bus stop • Sustainable transport access to the site is reasonably good, with a bus stop directly adjacent to the site. • Proposed parking levels accord with CC’s maximum permitted standards. Cycle parking levels significantly exceed CC’s minimums. These are likely to be used by beach visitors and therefore represent an improvement in sustainable transport provision in the area. • The site can be safely accessed, with visibility splays suitable for a 30mph approach speed. • Collision data has also been examined in the vicinity of the proposed site and it is unlikely that any increase in development traffic would adversely affect the safety record. It is considered that there are no over-riding safety issues in the vicinity of the site that would be exacerbated by the proposed development;

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 23

• A TRICS assessment has been undertaken and highlighted that, at worst, the trip generation equates to approximately 1 vehicle movement every 1.4 minutes and would have no impact on the operation of the local highway network. • The analysis of the available information demonstrates that the proposed redevelopment will not generate a significant increase in vehicular movements, therefore allowing for the free flow and safe movement of traffic on the surrounding local highway network; 7.2.2 To summarise, in light of the assessment work and analysis within the TS, it is considered that the redevelopment proposal would not have a material detrimental impact upon the operation and functioning of the local highway network. It is considered that the site is in a reasonably accessible location that provides access to a range of services/facilities by sustainable modes of travel for residents.

7.2.3 The development is therefore fully policy-compliant, including with Policy 27 of the Cornwall Local Plan.

7.2.4 Based on the findings within this TS and in the context of the guidelines within paragraphs. 108 & 109 of the NPPF it is considered that there are no residual adverse cumulative impacts in terms of highway safety or the operational capacity of the surrounding transport network and therefore planning permission should not be withheld on transport grounds.

Hydrock Consultants Ltd

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 24

Appendix A Site Layout Plan and Swept Path Analysis

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 c SUPERSTRUKT - DISCLAIMER:

This drawing is copyright and shall not be reproduced nor used for any other purpose without the written permission of SUPERSTRUKT. This drawing must be read in conjunction with all other related drawings and documentation. It is the contractors responsibility to ensure full compliance with the Building Regulations. Do not scale from this drawing, use figured dimensions only. It is the contractors responsibility to check and verify all dimensions on site. Any discrepancies to be reported immediately. IF IN DOUBT ASK. Materials not in conformity with relevant British or European Standards/Codes of practice or materials known to be deleterious to health & safety including combustible materials must not be used or specified on this project.

+5.90 +6.10 +6.10 +5.90

+5.90 +6.00

Bin pick up +6.00 Out of hours +5.80

+5.80 +6.00 +6.10 Bikes FE

BINS 10person 10person +10.50 +5.90 +6.00 Lift Lift +6.50 +6.00 16 LOBBY +5.70 +6.50 FE +5.80

+5.20 15 TOILET Surf store

+6.50

+6.50 Disco Beads Bikes +6.40 77sqm +5.20 13 +5.30 +5.70 12

+6.40 Art on the Beach DeliveryOut drop of hours off - 41Sqm +7.70 +6.50

+6.50 TOILET

+5.60

TOILET 11 14 +6.50 Married to the Sea 10 +6.50 UPPER 103sqm LOWER PARKING PARKING +6.40 DECK +5.25 +7.70 +5.60 Dis +6.50 Lift FE FE FE +10.50 Bikes Cornish Fresh Deli 143sqm SALES +6.50 TILLS share of - 168sqm BOH 9

Secure TILLS Cornish Fresh Stores 8 Stock 232sqm SALES SERVE & PICK UP DIS HOT SERVE / SELF share of - 168sqm BOH High level windows AOV 7 AOV 4 3 +10.50 FE 5 6 2 1

+10.50 DELI

+5.30 +10.50 +5.30 FE +7.70 FE Cleaners

FE +6.50 COLD STORE OV HOT PREP DIS

FE LOWER UPPER DOCK PLANT PLANT +6.50 Delivery +5.40 DECK DECK Shutter

DIS FREEZE TOILET DIS FE +7.70 FE HOLD AREA & TOILET BINS +6.50 SHOWER +5.30 Eave=11.94 FE FE +6.50 STAFF FE BREAK OUT Eave=11.43 ROOM Ridge=12.67 A 25.02.21 DRAFT PLANNING ISSUE dpb

BOH & STOCK No. Date Description Drwn/Chkd By Eave=11.94 PROJECT Ridge=12.67 OFFICE & MAWGAN PORTH COMMS CORNWALL

FFL=6.66 TITLE PROPOSED BUILDING PLANS

Proposed Resi level site plan - 1:200@A1

DRAWING STATUS PLANNING

Eave=9.24 DRAWN DPB CHECKED SCALE 1:200 DATE 12.11.2020

Proposed site plan - 1:200@A1 0 5 10 SUPERSTRUKT SCALE BAR JOB NO. DRAWING NO. REV MP-PL-2020 PL-12 A KEY PLAN

PROPOSED KERB LINE

PROPOSED EDGING OS NORTH PROPOSED FOOTWAY

PROPOSED CARRIAGEWAY

PROPOSED ROAD MARKINGS

TACTILE PAVING

BN KERBS

RAISED TABLE

NOTES Final layout subject to LHA approval & detailed design. Visibility splays measured to junction edge or to 43m suitable for a 30mph speed limit.

Based on topographical survey provided by Superstrukt.

5.079

OS DATA USED OS DATA USED

FROM THIS POINT FROM0.816 3.035 THIS POINT ONWARDS ONWARDS Large Car (2006) Overall Length 5.079m Overall Width 1.872m Overall Body Height 1.525m Min Body Ground Clearance 0.310m Max Track Width 1.831m Lock to lock time 4.00s Kerb to Kerb Turning Radius 5.900m

REVISIONS

UNIT A UNIT A 800 SQFT 800 SQFT

REVISED FOLLOWING CLIENT COMMENT P01 M.PEARCE 15/02/2021 B.SMITH-LAING 15/02/2021 B.SMITH-LAING 15/02/2021

FIRST ISSUE P01 M.PEARCE 03/02/2021 B.SMITH-LAING 04/02/2021 B.SMITH-LAING 04/02/2021

REVISION NOTES/COMMENTS REV DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE

2 East Pool OS DATA USED OS DATA USED Tolvaddon Energy Park Camborne FROM THIS POINT FROM THIS POINT TR14 0HX t: +44 (0) 1209 719037 ONWARDS ONWARDS e:[email protected] CLIENT CJH PROPERTY

PROJECT MAWGAN PORTH BEACHFRONT REGENERATION

TITLE

SITE ACCESS GENERAL ARRANGEMENT SWEPT PATH ANALYSIS LARGE CAR

HYDROCK PROJECT NO. SCALE @ A3 UNIT A UNIT A 0m 5m 10m 17682 1:250 800 SQFT 800 SQFT STATUS DESCRIPTION STATUS SUITABLE FOR INFORMATION S2 SCALE BAR (1:250) DRAWING NO. (PROJECT CODE-ORGINATOR-ZONE-LEVEL-TYPE-ROLE-NUMBER) REVISION 17682-HYD-XX-XX-DR-TP-0200 P02 Plotted 15/02/2021 17:15:00 KEY PLAN PROPOSED KERB LINE

PROPOSED EDGING

OS NORTH PROPOSED FOOTWAY

PROPOSED CARRIAGEWAY

PROPOSED ROAD MARKINGS

TACTILE PAVING

BN KERBS

RAISED TABLE

NOTES Final layout subject to LHA approval & detailed design. Visibility splays measured to junction edge or to 43m suitable for a 30mph speed limit.

Based on topographical survey provided by Superstrukt.

2m x 28.7m OS DATA USED FROM THIS POINT ONWARDS

2m x 22.2m 2m x 43m

REVISIONS

UNIT A

REVISED FOLLOWING CLIENT COMMENT P02 M.PEARCE 15/02/2021 B.SMITH-LAING 15/02/2021 B.SMITH-LAING 15/02/2021

FIRST ISSUE P01 M.PEARCE 03/02/2021 B.SMITH-LAING 04/02/2021 B.SMITH-LAING 04/02/2021

REVISION NOTES/COMMENTS REV DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE

2 East Pool Tolvaddon Energy Park Camborne TR14 0HX t: +44 (0) 1209 719037 e:[email protected]

CLIENT OS DATA USED CJH PROPERTY 2m x 25.6m FROM THIS POINT ONWARDS PROJECT MAWGAN PORTH BEACHFRONT REGENERATION 2m x 22.1m 2m x 43m TITLE

1m SITE ACCESS GENERAL ARRANGEMENT CAR PARKING ACCESS VIA SIGNALISED RAMP

HYDROCK PROJECT NO. SCALE @ A3 0m 5m 10m 17682 1:250 STATUS DESCRIPTION STATUS SUITABLE FOR INFORMATION S2 SCALE BAR (1:250) DRAWING NO. (PROJECT CODE-ORGINATOR-ZONE-LEVEL-TYPE-ROLE-NUMBER) REVISION UNIT A 17682-HYD-XX-XX-DR-TP-0100 P02 Plotted 15/02/2021 17:26:38

Appendix B PIA Data

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 No Crash Date: Sunday, June 25, 2017 Time of Crash: 1:11:00 AM Crash Reference: 2017500200345

Highest Injury Severity: Serious Road Number: B3276 Number of Casualties: 1

Highway Authority: Cornwall Number of Vehicles: 1

Local Authority: Cornwall (from 2009) OS Grid Reference: 185221 67694

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 40

Light Conditions: Darkness: no street lighting

Carriageway Hazards: None

Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Not Applicable

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 1 of 2 3/2/2021 2:10:34 PM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 3 Male 21 - 25 Vehicle proceeding normally along the Nearside Other None None hire) carriageway, on a right hand bend

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Serious Vehicle or pillion Female 16 - 20 Unknown or other Unknown or other passenger

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 2 of 2 3/2/2021 2:10:34 PM

Appendix C Local Bus Service Timetables

Mondays to Fridays except bank holidays

Newquay Bus Station 0640 0900 1000 1100 1200 1300 1400 1400 1500 1450 1610 1710 Great Western Hotel 0644 0904 1004 1104 1204 1304 1404 1404 1504 1454 1614 1714 Porth Four Turns 0648 0908 1008 1108 1208 1308 1408 1408 1508 1458 1618 1718 Treviglas School Bus Park 1510 Porth Beach 0651 0911 1011 1111 1211 1311 1411 1411 1511 1516 1621 1721 Watergate Bay 0656 0916 1016 1116 1216 1316 1416 1416 1516 1521 1626 1726 Tregurrian Post Box 0659 0919 1019 1119 1219 1319 1419 1419 1519 1524 1629 1729

104 Trevarrian Travellers Rest 1222 1422 1522 1527 1732 Newquay Cornwall Airport 0703 0923 1023 1123 1226 1323 1423 1426 1526 1531 1633 1736 Trevarrian Travellers Rest 0707 0927 1027 1127 1327 1427 1637 St Mawgan opp Falcon Inn 1231 1531 1536 1741 Mawgan Porth opp Pitch & Putt 1239 1539 1544 1749 Mawgan Porth opp Betty's Shop 0710 0930 1030 1130 1330 1430 1640 St Eval opp bus shelter 0716 0936 1245 1545 1755 Trenance 1033 1133 1333 1433 1547 1643 Carnewas 1035 1135 1335 1435 1549 1645 Old Macdonalds Farm 0722 0942 1041 1141 1251 1341 1441 1551 1555 1651 1801 Porthcothan Bay 0725 0945 1044 1144 1254 1344 1444 1554 1654 1804 St Merryn Holiday Village 0952 St Eval Bus Shelter 1600

Rumford 1607 Constantine Bay Surf Stores 0736 1005 1055 1155 1305 1355 1455 1605 1617 1705 1815 St Merryn opp Fryer Tucks 0740 1009 1059 1159 1309 1359 1459 1609 1621 1709 1819 Harlyn Bay Car Park 0745 1014 1104 1204 1314 1404 1504 1614 1626 1714 1824 Windmill Trevone Bay Turn 0748 1017 1107 1207 1317 1407 1507 1617 1629 1717 1827 Padstow Tesco 0752 1021 1111 1211 1321 1411 1511 1621 1633 1721 1831 Padstow Station Road 0757 1026 1116 1216 1326 1416 1516 1626 1638 1726 1836

105 Mondays to Fridays during school holidays 56 Padstow to Cornwall Airport Newquay & Newquay via Constantine | Watergate Bay

Mondays to Fridays except bank holidays

Padstow Station Road 0700 0700 0821 0930 1030 1130 1221 1330 1430 1545 1645 1735 Padstow Tesco 0704 0704 0825 0934 1034 1134 1225 1334 1434 1549 1649 1739 Windmill Trevone Bay Turn 0708 0708 0829 0938 1038 1138 1229 1338 1438 1553 1653 1743 Harlyn Bay Car Park 0711 0711 0832 0941 1041 1141 1232 1341 1441 1556 1656 1746 St Merryn opp Fryer Tucks 0715 0715 0836 0945 1045 1145 1236 1345 1445 1600 1700 1750 Constantine Bay Surf Stores 0721 0842 0950 1050 1151 1241 1351 1450 1606 1705 1756 St Merryn Holiday Village 1255 106 Porthcothan Bay 0731 0852 1000 1100 1201 1302 1401 1500 1616 1715 1806 Old Macdonalds Farm 0734 0855 1003 1103 1204 1305 1404 1503 1619 1718 1809 Rumford 0728 St Eval Bus shelter 0735 0739 0900 0900 1209 1409 1624 1814 Old Macdonalds Farm 0738 Carnewas 0741 1009 1109 1311 1509 1724 Trenance 0743 1011 1111 1313 1511 1726 Mawgan Porth Betty's Shop 1014 1114 1216 1316 1416 1514 1631 1729 1821 Mawgan Porth Pitch & Putt 0746 0746 0907 0907 St Mawgan Falcon Inn 0754 0754 0915 0915 Trevarrian Travellers Rest 1017 1117 1219 1319 1419 1517 1634 1732 1824 Newquay Cornwall Airport 0759 0759 0920 0920 1021 1121 1223 1323 1423 1521 1638 1736 1828

Trevarrian Travellers Rest 0803 0803 0924 0924 Tregurrian Post Box 0806 0806 0927 0927 1025 1125 1227 1327 1427 1525 1642 1740 1832 Watergate Bay 0809 0809 0930 0930 1028 1128 1230 1330 1430 1528 1645 1743 1835 Porth Beach 0814 0814 0935 0935 1033 1133 1235 1335 1435 1533 1650 1748 1840 Treviglas School Bus Park 0819 Porth Four Turns 0823 0818 0939 0939 1037 1137 1239 1339 1439 1537 1654 1752 1844 Newquay Burger King 0827 0822 0943 0943 1041 1141 1243 1343 1443 1541 1658 1756 1848 Newquay Bus Station 0835 0830 0951 0951 1049 1149 1251 1351 1451 1549 1706 1804 1856

107 Mondays to Fridays during school holidays 56 Newquay to Cornwall Airport Newquay & Padstow via Watergate Bay | Constantine

Saturdays Sundays and bank holidays

Newquay Bus Station 0700 0900 1000 1100 1200 1300 1400 1500 1610 1710 Newquay Bus Station 0800 1000 1300 1600 Great Western Hotel 0704 0904 1004 1104 1204 1304 1404 1504 1614 1714 Great Western Hotel 0804 1004 1304 1604 Porth Four Turns 0708 0908 1008 1108 1208 1308 1408 1508 1618 1718 Porth Four Turns 0808 1008 1308 1608 Porth Beach 0711 0911 1011 1111 1211 1311 1411 1511 1621 1721 Porth Beach 0811 1011 1311 1611 Watergate Bay 0716 0916 1016 1116 1216 1316 1416 1516 1626 1726 Watergate Bay 0816 1016 1316 1616 Tregurrian Post Box 0719 0919 1019 1119 1219 1319 1419 1519 1629 1729 Trevarrian Travellers Rest 1022 1222 1322 1422 1522 1632 1732 Tregurrian Post Box 0819 1019 1319 1619 Newquay Cornwall Airport 0723 0923 1123 1326 1526 1736 Newquay Cornwall Airport 0823 1023 1323 1623 108 Trevarrian Travellers Rest 0727 0927 1127 Trevarrian Travellers Rest 0827 1027 1327 1627 St Mawgan opp Falcon Inn 1331 1531 1741 Mawgan Porth opp Betty's Shop 0830 1030 1330 1630 Mawgan Porth opp Pitch & Putt 1339 1539 1749 St Eval opp bus shelter 0836 1036 1336 1636 Mawgan Porth opp Betty's Shop 0730 0930 1130 Old Macdonalds Farm 0842 1042 1342 1642 St Eval opp bus shelter 0736 0936 1345 1545 1755 Porthcothan Bay 0845 1045 1345 1645 Trenance 1133 Constantine Bay Surf Stores 0856 1056 1356 1656 Carnewas 1135 Old Macdonalds Farm 0742 0942 1141 1351 1551 1801 St Merryn opp Fryer Tucks 0900 1100 1400 1700 Porthcothan Bay 0745 0945 1144 1354 1554 1804 Harlyn Bay Car Park 0905 1105 1405 1705 St Merryn Holiday Village 0952 Windmill Trevone Bay Turn 0908 1108 1408 1708 Constantine Bay Surf Stores 0756 1005 1155 1405 1605 1705 1815 Padstow Tesco 0912 1112 1412 1712 St Merryn opp Fryer Tucks 0800 1009 1159 1409 1609 1709 1819 Padstow Station Road 0917 1117 1417 1717 Harlyn Bay Car Park 0805 1014 1204 1414 1614 1714 1824 Windmill Trevone Bay Turn 0808 1017 1207 1417 1617 1717 1827 Padstow Tesco 0812 1021 1211 1421 1621 1721 1831 Padstow Station Road 0817 1026 1216 1426 1626 1726 1836

56 Padstow to Cornwall Airport Newquay & Newquay via Constantine | Watergate Bay

Saturdays Sundays and bank holidays

Padstow Station Road 0700 0821 1030 1221 1430 1645 1735 Padstow Station Road 0930 1230 1530 1730 Padstow Tesco 0704 0825 1034 1225 1434 1649 1739 Padstow Tesco 0934 1234 1534 1734 Windmill Trevone Bay Turn 0708 0829 1038 1229 1438 1653 1743 Windmill Trevone Bay Turn 0938 1238 1538 1738 Harlyn Bay Car Park 0711 0832 1041 1232 1441 1656 1746 Harlyn Bay Car Park 0941 1241 1541 1741 St Merryn opp Fryer Tucks 0715 0836 1045 1236 1445 1700 1750 St Merryn opp Fryer Tucks 0945 1245 1545 1745 Constantine Bay Surf Stores 0721 0842 1050 1241 1450 1705 1756 St Merryn Holiday Village 1255 Constantine Bay Surf Stores 0951 1251 1551 1751 Porthcothan Bay 0731 0852 1100 1302 1500 1806 Porthcothan Bay 1001 1301 1601 1801 109 Old Macdonalds Farm 0734 0855 1103 1305 1503 1809 Old Macdonalds Farm 1004 1304 1604 1804 Carnewas 1109 1311 1509 St Eval Bus Shelter 1009 1309 1609 1809 St Eval Bus Shelter 0739 0900 1814 Mawgan Porth Betty's Shop 1016 1316 1616 1816 Trenance 1111 1313 1511 Trevarrian Travellers Rest 1019 1319 1619 1819 Mawgan Porth Betty's Shop 1114 1316 1514 1821 Newquay Cornwall Airport 1023 1323 1623 1823 Mawgan Porth Pitch & Putt 0746 0907 Tregurrian Post Box 1027 1327 1627 1827 St Mawgan Falcon Inn 0754 0915 Trevarrian Travellers Rest 1022 1117 1222 1319 1422 1517 1824 Watergate Bay 1030 1330 1630 1830 Newquay Cornwall Airport 0759 0920 1026 1121 1226 1323 1426 1521 1635 1828 Porth Beach 1035 1335 1635 1835 Trevarrian Travellers Rest 0803 0924 1639 Porth Four Turns 1039 1339 1639 1839 Tregurrian Post Box 0806 0927 1030 1125 1230 1327 1430 1525 1642 1832 Newquay Burger King 1043 1343 1643 1843 Watergate Bay 0809 0930 1033 1128 1233 1330 1433 1528 1645 1835 Newquay Bus Station 1051 1351 1651 1851 Porth Beach 0814 0935 1038 1133 1238 1335 1438 1533 1650 1840 Porth Four Turns 0818 0939 1042 1137 1242 1339 1442 1537 1654 1844 Newquay Burger King 0822 0943 1046 1141 1246 1343 1446 1541 1658 1848 Newquay Bus Station 0830 0951 1054 1149 1254 1351 1454 1549 1706 1856

Appendix D TRICS Outputs

Mawgan Porth Beachfront Regeneration| Cornish Fresh Ltd and Mahesh Patel | Transport Statement | 17682-HYD-XX-XX-RP-TP-4001 | 2 March 2021 TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Friday 05/02/21 Mawgan Porth Page 1 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

Calculation Reference: AUDIT-540501-210205-0202 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 01 - RETAIL Category : I - SHOPPING CENTRE - LOCAL SHOPS TOTAL VEHICLES

Selected regions and areas: 03 SOUTH WEST BR BRISTOL CITY 1 days 05 EAST MIDLANDS LE LEICESTERSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 1 days WM WEST MIDLANDS 1 days WO WORCESTERSHIRE 1 days 08 NORTH WEST CH CHESHIRE 2 days 09 NORTH TV TEES VALLEY 2 days TW TYNE & WEAR 2 days 11 SCOTLAND SR STIRLING 1 days 13 MUNSTER CR CORK 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: 260 to 4052 (units: sqm) Range Selected by User: 210 to 5000 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 28/06/19

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 1 days Tuesday 4 days Wednesday 1 days Thursday 4 days Friday 3 days

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

Selected survey types: Manual count 13 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 4 Neighbourhood Centre (PPS6 Local Centre) 9

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Residential Zone 10 Retail Zone 2 High Street 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 Friday 05/02/21 Mawgan Porth Page 2 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

Secondary Filtering selection:

Use Class: n / a 1 days A 1 1 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 Population within 1 mile: 5,001 to 10,000 2 days 10,001 to 15,000 2 days 20,001 to 25,000 4 days 25,001 to 50,000 5 days

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

Population within 5 miles: 75,001 to 100,000 1 days 100,001 to 125,000 3 days 125,001 to 250,000 3 days 250,001 to 500,000 5 days 500,001 or More 1 days

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

Car ownership within 5 miles: 0.6 to 1.0 5 days 1.1 to 1.5 8 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.

Petrol filling station: Included in the survey count 0 days Excluded from count or no filling station 13 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and the number of surveys that do not.

Travel Plan: Yes 1 days No 12 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 13 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 Friday 05/02/21 Mawgan Porth Page 3 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

LIST OF SITES relevant to selection parameters

1 BR-01-I-01 LOCAL SHOPS BRISTOL CITY BELLAND DRIVE BRISTOL WHITCHURCH Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 7 7 0 sqm Survey date: TUESDAY 22/09/15 Survey Type: MANUAL 2 CH-01-I-02 LOCAL SHOPS CHESHIRE CHRISTLETON ROAD CHESTER BOUGHTON HEATH Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 2 6 0 sqm Survey date: TUESDAY 15/05/12 Survey Type: MANUAL 3 CH-01-I-03 LOCAL SHOPS CHESHIRE MILL LANE CHESTER BACHE Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 3 6 5 sqm Survey date: THURSDAY 17/05/12 Survey Type: MANUAL 4 CR-01-I-01 LOCAL SHOPS CORK BISHOPSTOWN ROAD CORK WILTON Neighbourhood Centre (PPS6 Local Centre) Retail Zone Total Gross floor area: 1 5 7 5 sqm Survey date: FRIDAY 23/03/18 Survey Type: MANUAL 5 LE-01-I-02 LOCAL SHOPS LEICESTERSHIRE RYDER ROAD LEICESTER

Edge of Town Residential Zone Total Gross floor area: 5 5 0 sqm Survey date: TUESDAY 28/10/14 Survey Type: MANUAL 6 SH-01-I-02 LOCAL SHOPS SHROPSHIRE WREKIN DRIVE TELFORD DONNINGTON Edge of Town Residential Zone Total Gross floor area: 9 0 0 sqm Survey date: THURSDAY 24/10/13 Survey Type: MANUAL 7 SR-01-I-02 LOCAL SHOPS STIRLING ALLOA ROAD STIRLING

Edge of Town Residential Zone Total Gross floor area: 5 5 0 sqm Survey date: THURSDAY 26/06/14 Survey Type: MANUAL 8 TV-01-I-03 LOCAL SHOPS TEES VALLEY ACKLAM ROAD MIDDLESBROUGH ACKLAM Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 1 8 4 0 sqm Survey date: FRIDAY 04/10/13 Survey Type: MANUAL TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Friday 05/02/21 Mawgan Porth Page 4 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

LIST OF SITES relevant to selection parameters (Cont.)

9 TV-01-I-04 LOCAL SHOPS TEES VALLEY CARGO FLEET LANE MIDDLESBROUGH ORMESBY Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 5 8 5 sqm Survey date: MONDAY 07/10/13 Survey Type: MANUAL 10 TW-01-I-02 LOCAL SHOPS TYNE & WEAR DURHAM ROAD SUNDERLAND BARNES PARK Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 5 4 0 sqm Survey date: WEDNESDAY 21/11/12 Survey Type: MANUAL 11 TW-01-I-03 LOCAL SHOPS TYNE & WEAR VICTORIA ROAD WASHINGTON CONCORD Neighbourhood Centre (PPS6 Local Centre) High Street Total Gross floor area: 2 7 0 0 sqm Survey date: FRIDAY 24/05/19 Survey Type: MANUAL 12 WM-01-I-03 LOCAL SHOPS WEST MIDLANDS BRISTOL ROAD SOUTH BIRMINGHAM

Edge of Town Retail Zone Total Gross floor area: 4 5 0 sqm Survey date: TUESDAY 10/11/15 Survey Type: MANUAL 13 WO-01-I-02 LOCAL SHOPS WORCESTERSHIRE CRANHAM DRIVE WORCESTER

Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 4 0 5 2 sqm Survey date: THURSDAY 22/05/14 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 Friday 05/02/21 Mawgan Porth Page 5 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPS 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 06:00 - 07:00 1 540 1.296 1 540 1.296 1 540 2.592 07:00 - 08:00 13 1164 3.250 13 1164 2.933 13 1164 6.183 08:00 - 09:00 13 1164 3.713 13 1164 3.349 13 1164 7.062 09:00 - 10:00 13 1164 4.274 13 1164 3.904 13 1164 8.178 10:00 - 11:00 13 1164 4.360 13 1164 4.050 13 1164 8.410 11:00 - 12:00 13 1164 4.664 13 1164 4.783 13 1164 9.447 12:00 - 13:00 13 1164 5.754 13 1164 5.424 13 1164 11.178 13:00 - 14:00 13 1164 4.981 13 1164 5.014 13 1164 9.995 14:00 - 15:00 13 1164 4.558 13 1164 4.578 13 1164 9.136 15:00 - 16:00 13 1164 4.532 13 1164 4.803 13 1164 9.335 16:00 - 17:00 13 1164 4.796 13 1164 4.651 13 1164 9.447 17:00 - 18:00 13 1164 4.757 13 1164 5.146 13 1164 9.903 18:00 - 19:00 13 1164 4.909 13 1164 5.093 13 1164 10.002 19:00 - 20:00 11 1319 4.472 11 1319 4.486 11 1319 8.958 20:00 - 21:00 11 1319 3.163 11 1319 3.328 11 1319 6.491 21:00 - 22:00 10 1046 2.859 10 1046 3.356 10 1046 6.215 22:00 - 23:00 23:00 - 24:00 Total Rates: 6 6.338 6 6.194 132.532

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: 260 - 4052 (units: sqm) Survey date date range: 01/01/12 - 28/06/19 Number of weekdays (Monday-Friday): 13 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 Friday 05/02/21 Mawgan Porth Page 1 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

Calculation Reference: AUDIT-540501-210205-0245 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 01 - RETAIL Category : I - SHOPPING CENTRE - LOCAL SHOPS TOTAL VEHICLES

Selected regions and areas: 07 YORKSHIRE & NORTH LINCOLNSHIRE WY WEST YORKSHIRE 1 days 15 GREATER DUBLIN DL DUBLIN 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: 676 to 1194 (units: sqm) Range Selected by User: 210 to 5000 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 28/06/19

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: Saturday 2 days

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

Selected survey types: Manual count 2 days Directional ATC Count 0 days

Selected Locations: Neighbourhood Centre (PPS6 Local Centre) 2

Selected Location Sub Categories: Residential Zone 1 Village 1

Secondary Filtering selection:

Use Class:

Population within 500m Range: All Surveys Included TRICS 7.7.4 161220 B20.07 Database right of TRICS Consortium Limited, 2021. All rights reserved Friday 05/02/21 Mawgan Porth Page 2 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

Secondary Filtering selection (Cont.):

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

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

Population within 5 miles: 100,001 to 125,000 1 days 500,001 or More 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

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.

Petrol filling station: Included in the survey count 0 days Excluded from count or no filling station 2 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and the number of surveys that do not.

Travel Plan: No 2 days

PTAL Rating: No PTAL Present 2 days

LIST OF SITES relevant to selection parameters

1 DL-01-I-06 LOCAL SHOPS DUBLIN ST BRIGIDS ROAD DUBLIN ARTANE Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 1 1 9 4 sqm Survey date: SATURDAY 22/09/12 Survey Type: MANUAL 2 WY-01-I-01 LOCAL SHOPS WEST YORKSHIRE DENHOLME ROAD NEAR HALIFAX L I G H T C L I F F E Neighbourhood Centre (PPS6 Local Centre) Village Total Gross floor area: 6 7 6 sqm Survey date: SATURDAY 03/05/14 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 Friday 05/02/21 Mawgan Porth Page 4 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPS 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 06:00 - 07:00 07:00 - 08:00 2 935 1.765 2 935 1.658 2 935 3.423 08:00 - 09:00 2 935 4.118 2 935 3.102 2 935 7.220 09:00 - 10:00 2 935 5.615 2 935 5.027 2 935 10.642 10:00 - 11:00 2 935 5.187 2 935 5.936 2 935 11.123 11:00 - 12:00 2 935 3.850 2 935 4.278 2 935 8.128 12:00 - 13:00 2 935 4.599 2 935 4.064 2 935 8.663 13:00 - 14:00 2 935 5.829 2 935 5.936 2 935 11.765 14:00 - 15:00 2 935 5.829 2 935 5.668 2 935 11.497 15:00 - 16:00 2 935 4.225 2 935 4.225 2 935 8.450 16:00 - 17:00 2 935 4.064 2 935 3.904 2 935 7.968 17:00 - 18:00 2 935 4.706 2 935 4.973 2 935 9.679 18:00 - 19:00 2 935 4.599 2 935 4.706 2 935 9.305 19:00 - 20:00 2 935 3.102 2 935 2.941 2 935 6.043 20:00 - 21:00 2 935 1.979 2 935 2.406 2 935 4.385 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 5 9.467 5 8.824 118.291

Parameter summary

Trip rate parameter range selected: 676 - 1194 (units: sqm) Survey date date range: 01/01/12 - 28/06/19 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 2 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0