Transport Statement on Behalf of 33 London Ltd. St Georges Garage, Harold Road, Margate

Transport Statement on behalf of 33 London Ltd. St Georges Garage, Harold Road, Margate

April 2021 SM/AH/15578

Contents

1 INTRODUCTION ...... 3

2 EXISTING TRANSPORT CONDITIONS ...... 4 2.1 Overview ...... 4 2.2 Local Highway Network ...... 4 2.3 Walking and Cycling Infrastructure ...... 5 2.4 Public Transport Infrastructure ...... 6 2.5 Site Accessibility ...... 7 2.6 Road Safety ...... 8

3 PROPOSED DEVELOPMENT ...... 9 3.1 Overview ...... 9 3.2 Access ...... 9 3.3 Parking ...... 9 3.4 Servicing ...... 10 3.5 Construction Traffic ...... 10

4 TRANSPORT POLICY ...... 11 4.1 National Planning Policy Framework (NPPF) ...... 11 4.2 National Planning Practice Guidance (NPPG) ...... 11 4.3 Local Transport Plan 4 (LTP4): Delivering Growth without Gridlock 2016-2031 ...... 12 4.4 Thanet Local Plan (saved policy) ...... 12 4.5 Draft Thanet Local Plan to 2031 ...... 13 4.6 Kent Parking Policy ...... 14 4.7 Policy Compliance ...... 14

5 TRIP GENERATION ...... 16 5.1 Overview ...... 16 5.2 Existing Vehicle Trip Attraction ...... 16 5.3 Proposed Vehicle Trip Generation ...... 17 5.4 Residual Traffic Impact ...... 18

6 CONCLUSION ...... 20

Transport Statement for St Georges Garage, Harold Road Ref: SM/AH/15578

Appendices

A Site Layout B Visibility Splay Drawings C Email Correspondence with Thanet Parking Services D Swept Path Analysis E TRICS Data – Car Showroom F TRICS Data – Flats Privately Owned G TRICS Data – Houses Privately Owned

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Transport Statement for St Georges Garage, Harold Road Ref: SM/AH/15578

1 Introduction

1.1.1 DHA has been commissioned by 33 London Ltd. to provide transport planning advice in relation to the proposed residential development at St Georges Garage, Harold Road, Margate.

1.1.2 This Transport Statement (TS) has been produced in accordance with the National Planning Practice Guidance (March 2014). Following this introduction the TS is structured as follows:

 Section 2 summarises the existing transport conditions local to the site;

 Section 3 sets out the development proposals;

 Section 4 provides an assessment of transport planning policy;

 Section 5 looks at forecast trip generation and impacts; and

 Section 6 provides a summary and conclusion.

1.1.3 DHA previously worked on an application for the site in 2020 and this was for the development of 41no. flats and 4no. houses (Planning Application Reference: F/TH/20/08020), however this application was subsequently withdrawn. The comments provided by KCC Highways on the previous application have been taken into consideration when updating this Transport Statement.

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2 Existing Transport Conditions

2.1 Overview

2.1.1 The site is located to the east of Harold Road approximately one kilometre east of Margate town centre. The location of the site in local context is shown in Figure 2-1 below.

Site Location

Figure 2-1: Site Location Plan (Courtesy of Google Earth) 2.1.2 The site is currently occupied by St Georges Garage which is a car sales and also an MOT station / servicing centre. The site has a total floor area of approximately 1,950sqm. Three access points are currently provided into the site, two to the east of Harold Road which provide access to the car sales and one to the west of Norfolk Road which provides access to the MOT station to the rear of the site.

2.1.3 The site is bound to the north, east and south by residential dwellings and to the west by Harold Road.

2.2 Local Highway Network

2.2.1 Harold Road routes in a general north / south alignment, measures approximately six metres in width and is subject to a 30mph speed restriction. To the north Harold Road connects with the B2051, Eastern Esplande and to the south with Northdown Road. Double Yellow line parking restrictions are implemented along the majority of Harold Road, however it is noted that some parking bays are provided on sections of the road to allow for on street parking.

2.2.2 Norfolk Road routes in a general north / south alignment, measures approximately eight metres in width and is subject to a 30mph speed restriction. To the north Norfolk Road also connects with the B2051, Eastern Esplande and to the south with the B2055, Northdown Road. Norfolk Road forms a one way street, restricting

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movements to southbound only. It is noted that parking takes place on both sides of Norfolk Road along the length of the carriageway.

2.2.3 The B2055, Northdown Road provides a route towards Margate town centre to the west and to the east Northdown Road provides a connection with the B2051.

2.2.4 Further to the west the B2055 meets with the A254 which provides a connection with the A28. To the south the B2055 also connects with the A255. To the west the A28 provides a connection with the A299 which continues west providing a route towards Herne Bay and Whitstable, as well as providing a connection with the M2 and A2 at junction 7.

2.3 Walking and Cycling Infrastructure

2.3.1 Footways measuring approximately 2.5 metres in width are provided on both sides of Harold Road and Norfolk Road. To the south these footways provide a connection with the footways on Northdown Road, which provide a connection with Margate town centre to the west. The footways in the vicinity of the site are maintained to a good standard and provided with street lighting throughout.

2.3.2 It is noted that the Viking Coastal Trail can be accessed to the north which routes from Sandwich to Reculver, as shown by Figure 2-2 below.

Site Location

Figure 2-2: Local PRoW Network (Courtesy of KCC) 2.3.3 As shown in Figure 2-3 below Regional Cycle Route 15 is located to the north of the site. This route runs along the Thanet coastline from Whitstable to Ramsgate.

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Site Location

Figure 2-3: Local Cycle Network (Courtesy of Opecyclemap.org) 2.4 Public Transport Infrastructure

2.4.1 The nearest bus stops are located 150 metres to the north of the site on the B2051, approximately a two minute walk. It is also noted that further stops are provided to the south on Northdown Road, approximately 350 metres from the site frontage. A summary of the services accessible from the local bus stops is shown in Table 2-1 below.

Service Frequency of Service Route No. Mon-Fri Saturday Sunday Margate - Broadstairs - 33 Ramsgate 2 per day 2 per day No Service

Westwood Cross - Broadstairs - Margate - 8X 2-3 per hour 2-3 per hour 2 per hour Canterbury

Cliftonville - Margate - School 948 Broadstairs Schools No Service No Service Services

St Peter's - Margate - School 949 No Service No Service Ellington School Services Margate - Broadstairs - 2-6 per The Loop 3-4 per hour 3-4 per hour Ramsgate - Margate hour

Table 2-1: Bus Services Accessible from the Site

2.4.2 Margate railway station is located approximately 2.4 kilometres to the south west of the site, a 30 minute walk time or an eight minute cycle time. This station provides services to St Pancras International, London Victoria and Ramsgate at a

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frequency of one to two trains per hour in either direction throughout the weekday.

2.5 Site Accessibility

2.5.1 The site enjoys access to a number of local facilities and services which are within a reasonable walk distance. These include schools, nurseries, local shops, healthcare, employment and public transport links. A summary of the walking distance to a selection of local amenities (measuring along walking routes and not taken ‘as the crow flies’) is provided in Table 2-2 below. Please note that these details are taken from the site frontage on Harold Road.

Local service/facility Walk Distance Walk Time Public Transport 150 metres 2 minutes Public House 300 metres 4 minutes Off Licence 350 metres 4 minutes Takeaway Restaurant 400 metres 5 minutes Hairdressers 400 metres 5 minutes Post Office 500 metres 6 minutes Pharmacy 500 metres 6 minutes Restaurant 550 metres 7 minutes Nursery 550 metres 7 minutes Medical Centre 650 metres 8 minutes Supermarket 1000 metres 13 minutes Primary School 1100 metres 15 minutes

Table 2-2 : Access to Local Facilities on Foot 2.5.2 The walk times provided above are based on a walk speed of 80 metres per minute, a figure which is widely used to estimate walk times and used within the London based Public Transport Accessibility Level (PTAL) analysis. It aims to provide a typical average value that estimates it takes five minutes to walk 400 metres, 10 minutes to walk 800 metres and so on.

2.5.3 Given the details outlined above it is noted that the proposed development site provides the opportunity for everyday trips to take place without a high reliance on car travel. Future residents of the site will be able to purchase groceries, take their children to school and access local shops without the need to use private transport.

2.5.4 In addition to this, although some residents will clearly need to travel to other locations in the course of a typical working day, which cannot be reached on foot (employment further afield for example), it is noted that there is the potential for these trips to be made by public transport. As noted above, bus services can be accessed from the site within a two minute walk.

2.5.5 It is concluded that the development site is well located in terms of sustainable transport access and would afford future residents a choice as to the mode of transport they use to access everyday services, amenities and facilities.

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2.6 Road Safety

2.6.1 The Crash Map website has been utilised to provide information on the personal injury accidents that have occurred within the local area of the site in the latest three year study period. The Crash Map record for the area surrounding the proposal site can be seen below in Figure 2-4

Site Location

Study Area

Figure 2-4: Recorded Incidents in the Local Area (Courtesy of crashmap.co.uk)

2.6.2 Figure 2-4 demonstrates that only three incidents have been recorded in the study area, two of which were deemed to be ‘slight’ and one as ‘serious’ in severity. Given the limited number of incidents recorded, it is not considered that the proposed development will have a negative impact on the existing safety record.

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3 Proposed Development

3.1 Overview

3.1.1 The proposals comprise the demolition of the existing garage and the development of 39no. two bedroom flats and 3no. four bedroom terraced houses at St Georges Garage, Harold Road. The proposed site layout is included at Appendix A.

3.2 Access

3.2.1 Access to the site will continue to be achieved via the access to the east of Harold Road, which will serve the 39 flats. The existing access to the west of Norfolk Road will also be retained to serve the three terraced houses proposed. It is also noted that four parking spaces will be accessed directly from Harold Road.

3.2.2 The Harold Road access will be provided with an onsite road which measures approximately 4.2 metres in width, narrowing to 3.2 metres within the site. The Norfolk Road access road will vary between 3.2 and 3.5 metres in width. The access road has been reduced within the site as has been requested by Thanet District Council, it is however considered that there is adequate forward visibility for vehicles entering and exiting the site to avoid any conflict on this section of the access road.

3.2.3 The Norfolk Road access road is narrow in width and therefore two cars would not be able to pass, however this is an existing situation whereby vehicles would have previously needed to wait at either end of the access road to pass one another. It is further noted that this access will only serve three dwellings and will only generate a minimal number of trips, it is therefore not considered that the width of the access is a material concern.

3.2.4 Visibility splays of 2.4 x 43 metres can be achieved to the north and south of both access points, which is compliant with Manual for Streets (MfS) guidance. The visibility splay drawings are included at Appendix B.

3.3 Parking

3.3.1 The proposals will provide a total of 39 parking spaces for the flats and also 40 cycle parking spaces which will be provided in a shared storage facility, which will be double stacked. It is noted that ten percent of the spaces will be provided with active Electric Vehicle (EV) charging points and ten percent as passive spaces. It is also noted that four of the spaces will be designated disabled bays.

3.3.2 The proposals will also provide six parking spaces for the terraced houses. It is noted that adequate space will be provided within the private curtilage to accommodate cycle parking.

3.3.3 As part of the previous application KCC Highways raised concerns over the loss of on street parking at the frontage of the site and requested that contact was made with Thanet Parking Services to confirm this is acceptable. Contact has been made with Thanet Parking Services and they have confirmed that they have no concerns

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with respect to the loss of parking. The email correspondence with Thanet Parking Services is included at Appendix C.

3.4 Servicing

3.4.1 It is proposed that both the flats and the three terraced houses will be served from the roadside. The three terraced houses will be served off Norfolk Road with a refuse store and refuse collection point provided on the access road to ensure the bins are within the stipulated drag distance of the highway.

3.4.2 The previously submitted application for the site included a refuse store within the flat block and KCC requested that contact was made with the waste team from Thanet District Council to confirm if collecting the bins from within the building was acceptable. The waste team advised that the bins would need to be at the frontage of the site and therefore the bin store is now proposed on the site access road which serves the flats, which is deemed a suitable location as it is within the stipulated 10 metre drag distance for euro bins.

3.4.3 A fire tender would be able to stop on the roadside and serve the flat block from Harold Road. It is proposed a fire tender would be able to drive into the Norfolk Road access to serve the three dwellings and then reverse back onto the highway. The associated swept path drawings are included at Appendix D.

3.5 Construction Traffic

3.5.1 Wheel washing equipment will be provided as necessary for the construction phases. Access to the construction site will be secured and operated in accordance with current health and safety legislation.

3.5.2 Third party suppliers and contractors visiting the site will be made aware of the construction access and routeing arrangements at the start of the project. Site management will ensure compliance with the construction access arrangements at all times.

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4 Transport Policy

4.1 National Planning Policy Framework (NPPF)

4.1.1 The NPPF has recently been updated and sets out the Government’s planning policies for England and how these should be applied. It provides a framework within which locally-prepared plans for housing and other developments can be produced. The NPPF is a material consideration in planning decisions.

4.1.2 Paragraph 109 states that “development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or if the residual cumulative impacts on the road network would be severe”. It then goes on to note that applications for development should:

a) “Give priority first to pedestrian and cycle movements, both within the scheme and with neighbouring areas; and second – so far as possible – to facilitating access to high quality public transport, with layouts that maximise the catchment area for bus or other public transport services, and appropriate facilities that encourage public transport use;

b) Address the needs of people with disabilities and reduced mobility in relation to all modes of transport;

c) Create places that are safe, secure and attractive – which minimise the scope for conflicts between pedestrians, cyclists and vehicles, avoid unnecessary street clutter, and respond to local character and design standards;

d) Allow for the efficient delivery of goods, and access by service and emergency vehicles; and

e) Be designed to enable charging of plug-in and other ultra-low emission vehicles in safe, accessible and convenient locations”.

4.2 National Planning Practice Guidance (NPPG)

4.2.1 In conjunction with the NPPF, the NPPG was established in March 2014 as a supporting resource which is also a material consideration in determining planning applications. With respect to transport, the NPPG includes a section titled ‘Travel Plans, Transport Assessments and Statements in Decision-Taking’.

4.2.2 The NPPG states that Transport Statements, Transport Assessments and Travel Plans can positively contribute to encouraging sustainable travel; lessening traffic generation and its detrimental impacts; and reducing carbon emissions and climate impact. In doing so developments can create accessible, connected, inclusive communities with improved road safety, health and quality of life.

4.2.3 The guidance states that Transport Statements, Transport Assessments and Travel Plans should be proportionate to the size and scope of the proposed development; be tailored to particular local circumstances; and be established at the earliest practicable possible stage.

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4.3 Local Transport Plan 4 (LTP4): Delivering Growth without Gridlock 2016-2031

4.3.1 The LTP4 was prepared by Kent County Council (KCC) and runs from 2016 to 2031. The Plan includes details on how KCC will meet their ambition for Kent, which is:

“To deliver safe and effective transport, ensuring that all Kent’s communities and businesses benefit, the environment is enhanced and economic growth is supported.”

4.3.2 This ambition will be realised through five targeted, overarching policies which will aim to deliver specific outcomes for the county:

“Outcomes 1: Economic growth and minimised congestion

Policy: Deliver resilient transport infrastructure and schemes that reduce congestion and improve journey time reliability to enable economic growth and appropriate development, meeting demand from a growing population.

Outcome 2: Affordable and accessible door-to-door journeys

Policy: Promote affordable, accessible and connected transport to enable access for all to jobs, education, health and other services.

Outcome 3: Safer travel

Policy: Provide a safer road, footway and cycleway network to reduce the likelihood of casualties, and encourage other transport providers to improve safety on their networks.

Outcome 4: Enhanced environment

Policy: Deliver schemes to reduce the environmental footprint of transport, and enhance the historic and natural environment.

Outcome 5: Better health and wellbeing

Policy: Provide and promote active travel choices for all members of the community to encourage good health and wellbeing, and implement measures to improve local air quality.”

4.3.3 Within the LTP4, KCC outlines strategic, countywide and local strategies for achieving the above outcomes, whilst continuing to promote and deliver ‘Growth without Gridlock’.

4.4 Thanet Local Plan (saved policy)

4.4.1 The Thanet Local Plan was adopted in June 2006. Following this, and in accordance with the Planning and Compulsory Purchase Act 2004, the Council has saved several Local Plan policies beyond June 2009 as agreed with the Secretary of State. These ‘saved’ policies remain as the strategic policies in the decision-making process for Thanet until such time that these are replaced by

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policies contained within the Council’s new Local Plan. The transport objectives of the Local Plan include the following:

(1) “To promote safe and efficient transport systems supporting sustainable economic regeneration and enabling Thanet’s citizens to conveniently access services and facilities;

(2) To introduce effective traffic management to safeguard Thanet’s environment and quality of life;

(3) To guide location of new development and infrastructure in order to reduce the need to travel, promote the use of environment-friendly means of travel and reduce reliance on private cars especially for local journeys;

(4) To support development promoting sustainable travel;

(5) To secure the provision of satisfactory transport infrastructure to meet existing and future patterns of movement; and

(6) To promote high standards of road safety, accident reduction and safe, convenient movement of pedestrians and cyclists.”

4.5 Draft Thanet Local Plan to 2031

4.5.1 The Draft Local Plan sets out the development aspirations of Thanet District Council until 2031. The Local Plan has been submitted for Examination by the Planning Inspectorate and the hearings have now concluded. Section 6 of the Draft Plan considers the District’s Transport Strategy. Draft Policy SP41 relates to sustainable transport, stating that:

“The Council will work with developers, transport service providers, and the local community to manage travel demand, by promoting and facilitating walking, cycling and use of public transport as safe and convenient means of transport. Development applications will be expected to take account of the need to promote safe and sustainable travel. New developments must provide safe and attractive cycling and walking opportunities to reduce the need to travel by car.”

4.5.2 Draft Policy SP42 relates to accessible locations, stating that:

“Development generating a significant number of trips will be expected to be located where a range of services are or will be conveniently accessible on foot, by cycle or public transport. The Council will seek to approve proposals to cluster or co-locate services at centres accessible to local communities by public transport and on foot.”

4.5.3 Draft Policy SP43 states that:

“Development proposals will be assessed in terms of the type and level of travel demand likely to be generated. Development will be permitted only at such time as proper provision is made to ensure delivery of relevant transport infrastructure. Where appropriate, development will be expected to make a

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proportionate contribution to the provision, extension or improvement, of walking and cycling routes and facilities and to highway improvements.

Subject to individual assessments, schemes maybe required to provide or contribute to:

1) Capacity improvements/connections to the cycle network

2) Provision of pedestrian links with public transport routes/interchanges

3) Improvements to passenger waiting facilities

4) Facilities for display of approach time information at bus stops along identified quality bus corridors

5) Improvement and expansion of public transport services

6) Improvements to the road network in line with schemes identified through the Transport Strategy

7) Provision of electric vehicle charging points, in accordance with Policy SP12.”

4.6 Kent Parking Policy

4.6.1 Parking policy is set out in the Kent Design Guide: Interim Guidance Note 3 (IGN3, 2008) for residential development. For sites in ‘Suburban’ locations, the guidance sets minimum parking standards based on dwelling type, as outlined below:

 For 1 and 2 bed flats – 1 space per unit (unallocated);

 For 1 and 2 bed houses – 1 space per unit (allocation possible);

 For 3 bed houses – 1.5 spaces per unit (allocation of 1 space possible); and

 For 4+ bed houses – 2 independently accessible spaces per unit (allocation of both spaces possible).

4.6.2 Further to this, an additional 0.2 spaces per unit should be provided for visitor parking. It is however noted that visitor parking is not always necessary for flats.

4.6.3 Cycle parking requirements are set out in the Kent and Medway Structure Plan: Supplementary Planning Guidance 4 (SPG4). The minimum requirement for individual dwellings is one space per bedroom or one space per unit for flats, which is normally provided within the dwelling’s curtilage or within a secure communal facility for flats.

4.7 Policy Compliance

4.7.1 The proposed development is seen to comply with all levels of transport planning policy. The site is easily accessible by sustainable means, with a number of local facilities and services within walkable distance and bus stops located within the near vicinity, with frequent services provided throughout the day.

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4.7.2 The PIA data for the latest three year study period has shown that only three incidents were recorded. It is therefore considered that there are no existing safety concerns that could be exacerbated by the proposals.

4.7.3 The three terraced houses proposed will be provided with a total of six parking spaces which is in accordance with the IGN3 standards (two per unit) and is deemed adequate to meet the demands of the site. The proposals will also provide cycle storage facilities within the curtilage of each houses, accommodating one cycle parking space per bedroom.

4.7.4 The proposals will also be provided with a communal cycle storage area within the building to accommodate 40 cycle parking spaces which is compliant with the SPG4 standards.

4.7.5 It is acknowledged that the proposed level of visitor parking does fall short of the parking requirements set out in IGN3. It is however noted that given the sustainable location of the site that the proposed level of parking is adequate to meet the demands of the proposals.

4.7.6 A review of 2011 census data for car ownership in the local output area demonstrates that 55 percent of residents do not own a car, 38 percent own one car, 6 percent own two cars, one percent own three cars and zero percent own four or more cars. Based on the above percentages it is considered that the proposals would require a much lesser provision of parking than that proposed. It is therefore considered that the level of parking proposed is adequate to meet the demand of the site as well as providing adequate visitor parking.

4.7.7 It is noted that the proposed development will have a minimal impact on the surrounding highway network as shown in the next section of this report. Therefore, the proposed development is not expected to cause ‘severe’ residual impacts, as per paragraph 109 of the NPPF.

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5 Trip Generation

5.1 Overview

5.1.1 This section outlines the methodology employed to calculate the likely vehicle trip generation as a result of the proposed residential development at St Georges Garage, Harold Road, Margate. The proposed development trip generation is offset against the potential trip attraction of the existing garage.

5.2 Existing Vehicle Trip Attraction

5.2.1 It is noted that the existing garage is unlikely to be operating at full capacity and therefore an assessment of the TRICS trip rate database has been undertaken to identify the trips that could be attracted to the existing development. It is noted that the garage is both a car showroom and also an MOT station / servicing centre, however the use type that provided the most representative survey sites is ’14 – Car Show Rooms / A – Car Show Rooms’, and therefore this has been used for the trip assessment.

5.2.2 Sites under this use type were examined for England, Scotland and Wales, excluding Greater London. Only sites within ‘Suburban’ locations were considered in order to provide a representative assessment of trips. The resulting trip rates are summarised in Table 5-1 below, while the full TRICS data is included at Appendix E.

Time Arrivals Departures Total 08:00-09:00 0.908 0.449 1.357 17:00-18:00 0.411 0.631 1.042 07:00-19:00 5.356 6.098 11.454

Table 5-1: TRICS Vehicle Trip Rates – Car Show Room (trips per 100sqm) 5.2.3 The above vehicle trip rates have been factored to represent the existing garage. The outcome is shown in Table 5-2 below. Please note that any errors are due to rounding in MS Excel.

Time Arrivals Departures Total 08:00-09:00 18 9 26 17:00-18:00 8 12 20 07:00-19:00 104 119 223

Table 5-2: Existing Vehicle Trips – Car Shown Room (1,950sqm) 5.2.4 This shows that the existing garage would attract 26 vehicle trips in the morning peak hour and up to 20 vehicle trips in the evening peak hour, a total of 223 vehicle trips could be expected across a 12 hour day.

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5.3 Proposed Vehicle Trip Generation

Flats

5.3.1 An assessment of the TRICS trip rate database has been undertaken to identify the trips that could be generated by the 39 flats proposed. The use type that provided the most representative survey sites is ’03 – Residential / C – Flats Privately Owned’, and therefore this has been used for the trip assessment.

5.3.2 Sites under this use type were examined for England, Scotland and Wales, excluding Greater London. Only sites within ‘Suburban’ locations were considered in order to provide a representative assessment of trips. The resulting trip rates are summarised in Table 5-3 below, while the full TRICS data is included at Appendix F.

Time Arrivals Departures Total 08:00-09:00 0.052 0.189 0.241 17:00-18:00 0.158 0.078 0.236 07:00-19:00 1.042 1.15 2.192

Table 5-3: TRICS Vehicle Trip Rates – Flats Privately Owned (trips per dwelling) 5.3.3 The above vehicle trip rates have been factored to represent the 39 flats proposed. The outcome is shown in Table 5-4 below. Please note that any errors are due to rounding in MS Excel.

Time Arrivals Departures Total 08:00-09:00 2 7 9 17:00-18:00 6 3 9 07:00-19:00 41 45 85

Table 5-4: Proposed Vehicle Trips – 39 Privately Owned Flats 5.3.4 This shows that the 39 flats could generate nine vehicle trips in the morning peak hour and up to nine vehicle trips in the evening peak hour, a total of 83 vehicle trips could be expected across a 12 hour day.

Houses

5.3.5 An assessment of the TRICS trip rate database has also been undertaken to identify the trips that could be generated by the three houses proposed. The use type that provided the most representative survey sites is ’03 – Residential / A – Houses Privately Owned’, and therefore this has been used for the trip assessment.

5.3.6 Sites under this use type were examined for England, Scotland and Wales, excluding Greater London. Only sites within ‘Suburban locations were considered in order to provide a representative assessment of trips. The resulting trip rates are summarised in Table 5-5 below, while the full TRICS data is included at Appendix G.

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Time Arrivals Departures Total 08:00-09:00 0.138 0.41 0.548 17:00-18:00 0.345 0.172 0.517 07:00-19:00 2.263 2.414 4.677

Table 5-5: TRICS Vehicle Trip Rates – Houses Privately Owned (trips per dwelling) 5.3.7 The above vehicle trip rates have been factored to represent the three houses proposed. The outcome is shown in Table 5-6 below. Please note that any errors are due to rounding in MS Excel.

Time Arrivals Departures Total 08:00-09:00 0 1 2 17:00-18:00 1 1 2 07:00-19:00 7 7 14

Table 5-6: Proposed Vehicle Trips – Three Privately Owned Houses 5.3.8 This shows that the three dwellings could generate two vehicle trips in the morning peak hour and up to two vehicle trips in the evening peak hour, a total of 14 vehicle trips could be expected across a 12 hour day.

Total Trips

5.3.9 The total level of trips generated by both the 39 flats and the three houses proposed has been calculated, the results of this are shown in Table 5-7 below.

Period Arrivals Departures Total 0800-0900 2 9 11 1700-1800 7 4 11 0700-1900 47 52 100

Table 5-7: Proposed Vehicle Trips – 39 Privately Owned Flats and Three Privately Owned Houses

5.3.10 The above demonstrates that the development as a whole is likely to generate 11 vehicle trips in the morning peak hour and 11 vehicle trips in the evening peak hour, with a total of 97 vehicle trips generated across a 12 hour day.

5.4 Residual Traffic Impact

5.4.1 The residual impact can be calculated to understand the net traffic impacts of the three houses and 39 flats proposed. The vehicle trip attraction associated with the existing garage has been subtracted from the proposed development vehicle trip generation to provide the residual traffic impact. The results of this are shown below in Table 5-8.

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Time Arrivals Departures Total 08:00-09:00 -15 0 -15 17:00-18:00 -1 -9 -10 07:00-19:00 -57 -67 -124

Table 5-8: Residual Traffic Impact 5.4.2 This exercise demonstrates that the proposals will result in a reduction of 16 vehicle trips in the morning peak and 10 vehicle trips in the evening peak. A total reduction of 126 vehicle trips across a 12 hour day could be expected. Given the overall net reduction in trips, it is not considered that the proposals would result in ‘severe’ residual impacts on the local highway network as per paragraph 109 of the NPPF.

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6 Conclusion

6.1.1 This Transport Statement has been prepared on behalf of 33 London Ltd. in relation to the proposed residential development at St Georges Garage, Harold Road, Margate.

6.1.2 The proposals comprise the demolition of the existing garage and the development of 39no. two bedroom flats and 3no. four bedroom terraced houses.

6.1.3 Access to the site will continue to be achieved via the access to the east of Harold Road, which will serve the 39 flats. The existing access to the west of Norfolk Road will also be retained to serve the three terraced houses proposed.

6.1.4 The proposals will provide a total of 39 parking spaces for the flats, four of which will be disabled bays and also 40 cycle parking spaces which will be provided in a shared storage facility within the building. It is noted that ten percent of the spaces will be provided with active Electric Vehicle (EV) charging points and ten percent as passive spaces.

6.1.5 The proposals will also provide six parking spaces for the terraced houses. It is noted that adequate space will be provided within the private curtilage to accommodate cycle parking.

6.1.6 It is proposed that both the flats and the three terraced houses will be served from the roadside. The three terraced houses will be served off Norfolk Road with a refuse store provided and also a second location where residents will drag their bins to on collection day. The flat block will be provided with a refuse store on the site access road which will contain a number of euro bins.

6.1.7 It is proposed a fire tender would be able to drive into the Norfolk Road access to serve the three houses and then reverse back onto the highway. A fire tender would be able to stop on the roadside and serve the flat block from Harold Road.

6.1.8 The proposal is seen to comply with all levels of transport planning policy. The site is afforded good access to local services via modes of transport other than the private car. Many facilities are located within walking distance, and the proximity of bus stops means that the site is well connected to the surrounding area.

6.1.9 A review of road safety has been completed, which identified only three incidents within the latest three year study period within proximity of the site. It is therefore not considered that the development proposals will worsen the existing safety record.

6.1.10 The proposals will result in a reduction of 15 vehicle trips in the morning peak and 10 vehicle trips in the evening peak. A total reduction of 124 vehicle trips across a 12 hour day could be expected. Given the overall net reduction in trips, it is not considered that the proposals would result in ‘severe’ residual impacts on the local highway network as per paragraph 109 of the NPPF.

6.1.11 It is therefore concluded that the proposals should not result in any detrimental impacts in transport terms and therefore there should be no sound transport based objections to the proposals.

Page 20

APPENDIX

Site Layout

APPENDIX

Visibility Splay Drawings DO NOT SCALE

architect plan provided by GDM Architects

2B 2B

Ht=7 Ht=7

Sp=8 Sp=8

B=0.3 B=0.3 Unknown Unknown on 28th April 2021.

2.4 x 43m visibility splay

P2 28.04.21 JM Updated Layout SM SM P1 19.06.20 JM First Issue SM SM Harold Road Access REV DATE BY DESCRIPTION CHK APD

client 33 LONDON LTD

project ST GEORGES GARAGE, HAROLD ROAD, MARGATE

title

2.4 x 43m visibility splay VISIBILITY SPLAYS

2.4 x 43m visibility splay project drwg rev 14609 H-02 P2

Drawn Checked Approved scale @ A3 date JM SM SM 1:500 28.04.21

status

FOR INFORMATION P

Brick Wall Brick 22.62

Eclipse House, Eclipse Park. Sittingbourne Road

Maidstone, Kent. ME14 3EN Bin collection Bin t: 01622 776226 f: 01622 776227 e: [email protected] w: www.dhaplanning.co.uk

Norfolk Road Access CAD Reference: A3 APPENDIX

Email Correspondence with Thanet Parking Services Adam Huckstepp

From: Bradley Milburn Sent: 21 August 2020 11:18 To: Adam Huckstepp Cc: Amie Shuttleworth (Operational Support Officer) Subject: Fwd: St Georges, Harold Road, Margate Attachments: App A.pdf

[External email - This message originated from outside DHA – prior to opening any attachments or opening links, please ensure their authenticity with the sender]

Good Morning

We can see nothing to prevent you going forward with this development.

Regards

Bradley Milburn Parking Policy Officer

Good Morning,

I am emailing you with respect to St Georges Garage which is located on Harold Road in Margate. We have submitted a planning application for the demolition of the existing garage and the development of 41 flats and four terraced houses. Please see attached a plan for reference.

As part of these proposals we will be providing a new access and a number of private drives on Harold Road, as a result of this the four exiting on street parking spaces at the frontage of the site will be lost. The use of these parking spaces is primarily linked to the existing garage and therefore the loss of parking is deemed acceptable. However we have been advised by KCC Highways to confirm that you would be accepting of this loss of parking.

Kind Regards

Adam Huckstepp

Transport Planner

Email: [email protected]

1 Office: 01622 776226

DHA Planning Ltd. Registered in England. Registration No. 2683290

This message is confidential to the intended recipient. It does not constitute a legally binding document on the sender or recipient. If you have received this message in error please forward it to: [email protected]. Please note that incoming and outgoing emails are liable to be monitored. WARNING: Although DHA has taken reasonable precautions to ensure no viruses or other malicious software are present, DHA cannot accept responsibility for any loss or damage arising from the use of this Email or attachments however caused. The recipient should therefore check this Email and any attachments for the presence of viruses or other malicious software.

-- Brad Milburn Parking Policy Officer Thanet District Council

2 APPENDIX

Swept Path Analysis DO NOT SCALE

4.71 Bin Store Bin

0.885 2.755

dw sink

wm dw sink wm

cup cup cup Estate Car (2006) cup

oven oven Overall Length 4.710m

Ht=17

Sp=16

B=0.5 Unknown

dr dr Vegetation Overall Width 1.804m

Overall Body Height 1.442m

Ht=17

Sp=16 B=0.5 Ecualyptus Min Body Ground Clearance 0.207m Max Track Width 1.756m Lock to lock time 4.00s Kerb to Kerb Turning Radius 5.950m Notes: · Drawing is based on OS data and an architect plan provided by GDM Architecture on 28th April 2021.

Estate Car (2006)

Ht=17

Sp=16

B=0.5

Unknown Vegetation

Estate Car (2006)

Ht=17 Sp=16

P2 28.04.21 JM Updated Layout SM SM

P1 19.06.20 JM First Issue SM SM

2B 2B

Ht=7 Ht=7

Sp=8 Sp=8

B=0.3 B=0.3

Unknown Unknown REV DATE BY DESCRIPTION CHK APD

client

33 LONDON ROAD

Bin collection Bin Bin collection Bin project

Estate Car (2006) Estate Car (2006) ST GEORGES GARAGE, HAROLD ROAD, MARGATE

title VEHICLE SWEPT PATH ANALYSIS ESTATE CAR

project drwg rev 14609 T-05 P1

Drawn Checked Approved scale @ A3 date JM SM SM 1:500 28.04.21

status

FOR INFORMATION P

Bin Store Bin

dw sink wm

dw sink

wm dw sink wm

cup

sink wm

cup cup cup

dw sink

wm dw sink wm oven

cup

cup oven

oven cup

cup cup cup

oven

dr dr oven

oven dr

dr dr

Eclipse House, Eclipse Park. Sittingbourne Road Maidstone, Kent. ME14 3EN

t: 01622 776226 f: 01622 776227 e: [email protected] w: www.dhaplanning.co.uk

CAD Reference: A3 DO NOT SCALE

1.382 4.2

Dennis Sabre Fire Tender (LWB) Overall Length 7.700m Overall Width 2.430m Overall Body Height 3.512m Min Body Ground Clearance 0.397m Track Width 2.380m Lock to lock time 5.00s Kerb to Kerb Turning Radius 7.400m Notes: · Drawing is based on OS data and an architect plan provided by GDM Architecture on 28th April 2021.

Dennis Sabre Fire Tender (LWB)

Brick Wall Brick 22.62

P2 28.04.21 JM Updated Layout SM SM Bin collection Bin P1 19.06.20 JM First Issue SM SM

REV DATE BY DESCRIPTION CHK APD

client 33 LONDON ROAD

project ST GEORGES GARAGE, HAROLD ROAD, MARGATE

title

Bin Store Bin VEHICLE SWEPT PATH ANALYSIS

dw sink wm

sink FIRE TENDER

wm dw sink wm

cup

cup cup cup oven

oven oven

dr dr dr

project drwg rev 14609 T-04 P2

Drawn Checked Approved scale @ A3 date JM SM SM 1:500 28.04.21

status

Ht=17

Sp=16

B=0.5 Unknown

Vegetation FOR INFORMATION P

Ht=17

Sp=16

B=0.5 Ecualyptus

Eclipse House, Eclipse Park. Sittingbourne Road Maidstone, Kent. ME14 3EN

t: 01622 776226 f: 01622 776227 e: [email protected] w: www.dhaplanning.co.uk

CAD Reference: A3 APPENDIX

TRICS Data – Car Showroom TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 18/06/20 Page 1 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Calculation Reference: AUDIT-704001-200618-0648 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 14 - CAR SHOW ROOMS Category : A - CAR SHOW ROOMS VEHICLES

Selected regions and areas: 02 SOUTH EAST SO SLOUGH 1 days 03 SOUTH WEST DV DEVON 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE SY SOUTH YORKSHIRE 1 days WY WEST YORKSHIRE 1 days 09 NORTH TW TYNE & WEAR 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: 282 to 3772 (units: sqm) Range Selected by User: 45 to 9800 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 25/11/19

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

Selected survey days: Monday 1 days Tuesday 1 days Wednesday 1 days Thursday 1 days Friday 1 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: Suburban Area (PPS6 Out of Centre) 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: Industrial Zone 3 Development Zone 1 Retail Zone 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 18/06/20 Page 2 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Secondary Filtering selection:

Use Class: A 1 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 1 mile: 5,001 to 10,000 1 days 15,001 to 20,000 2 days 25,001 to 50,000 2 days

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

Population within 5 miles: 25,001 to 50,000 1 days 125,001 to 250,000 2 days 250,001 to 500,000 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: 0.6 to 1.0 5 days

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

Travel Plan: No 5 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 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 18/06/20 Page 3 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters

1 DV-14-A-02 VAUXHALL DEVON MARSH BARTON ROAD EXETER

Suburban Area (PPS6 Out of Centre) Retail Zone Total Gross floor area: 6 6 2 3 sqm Survey date: THURSDAY 28/11/13 Survey Type: MANUAL 2 SO-14-A-01 JAGUAR LAND ROVER SLOUGH LEIGH ROAD SLOUGH SLOUGH TRADING ESTATE Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 3 7 7 2 sqm Survey date: MONDAY 09/07/18 Survey Type: MANUAL 3 SY-14-A-01 HYUNDAI SOUTH YORKSHIRE MIDDLE BANK DONCASTER HYDE PARK Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 5 0 0 sqm Survey date: FRIDAY 21/12/12 Survey Type: MANUAL 4 TW-14-A-03 CAR SHOW ROOM TYNE & WEAR SOUTHWICK ROAD SUNDERLAND MONKWEARMOUTH Suburban Area (PPS6 Out of Centre) Development Zone Total Gross floor area: 2 8 2 sqm Survey date: WEDNESDAY 05/04/17 Survey Type: MANUAL 5 WY-14-A-03 VOLKSWAGEN WEST YORKSHIRE ELLAND ROAD L E E D S

Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 3 3 2 4 sqm Survey date: TUESDAY 24/09/13 Survey Type: MANUAL

MANUALLY DESELECTED SITES

Site Ref Reason for Deselection TW-14-A-02 N/A WL-14-A-02 N/A WM-14-A-04 N/A TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 18/06/20 Page 4 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

TRIP RATE for Land Use 14 - CAR SHOW ROOMS/A - CAR SHOW ROOMS 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 3548 0.536 2 3548 0.113 2 3548 0.649 08:00 - 09:00 5 2092 0.908 5 2092 0.449 5 2092 1.357 09:00 - 10:00 5 2092 0.803 5 2092 0.545 5 2092 1.348 10:00 - 11:00 5 2092 0.516 5 2092 0.363 5 2092 0.879 11:00 - 12:00 5 2092 0.306 5 2092 0.296 5 2092 0.602 12:00 - 13:00 5 2092 0.449 5 2092 0.402 5 2092 0.851 13:00 - 14:00 5 2092 0.354 5 2092 0.277 5 2092 0.631 14:00 - 15:00 5 2092 0.277 5 2092 0.296 5 2092 0.573 15:00 - 16:00 5 2092 0.287 5 2092 0.402 5 2092 0.689 16:00 - 17:00 5 2092 0.239 5 2092 0.478 5 2092 0.717 17:00 - 18:00 5 2092 0.411 5 2092 0.631 5 2092 1.042 18:00 - 19:00 4 2490 0.120 4 2490 0.653 4 2490 0.773 19:00 - 20:00 2 2953 0.034 2 2953 0.457 2 2953 0.491 20:00 - 21:00 1 2582 0.116 1 2582 0.194 1 2582 0.310 21:00 - 22:00 1 2582 0.000 1 2582 0.542 1 2582 0.542 22:00 - 23:00 23:00 - 24:00 Total Rates: 5.356 6.098 1 1.454

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: 282 - 3772 (units: sqm) Survey date date range: 01/01/12 - 25/11/19 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: 3

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. APPENDIX

TRICS Data – Flats Privately Owned TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 22/05/20 Page 1 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Calculation Reference: AUDIT-704001-200522-0507 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : C - FLATS PRIVATELY OWNED VEHICLES

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 1 days 03 SOUTH WEST DC DORSET 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 1 days SF SUFFOLK 1 days 05 EAST MIDLANDS DS DERBYSHIRE 1 days NT NOTTINGHAMSHIRE 2 days 08 NORTH WEST MS MERSEYSIDE 2 days 09 NORTH CB CUMBRIA 1 days 11 SCOTLAND EB CITY OF EDINBURGH 1 days

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

Primary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: No of Dwellings Actual Range: 9 to 184 (units: ) Range Selected by User: 6 to 215 (units: )

Parking Spaces Range: All Surveys Included

Parking Spaces per Dwelling Range: All Surveys Included

Bedrooms per Dwelling Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 25/09/19

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 2 days Tuesday 5 days Wednesday 3 days Friday 1 days

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

Selected survey types: Manual count 11 days Directional ATC Count 0 days

Selected Locations: Suburban Area (PPS6 Out of Centre) 11

Selected Location Sub Categories: Development Zone 2 Residential Zone 6 No Sub Category 3

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 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 22/05/20 Page 2 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Secondary Filtering selection:

Use Class: C 3 11 days

Population within 1 mile: 1,001 to 5,000 2 days 10,001 to 15,000 2 days 20,001 to 25,000 4 days 25,001 to 50,000 2 days 50,001 to 100,000 1 days

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

Population within 5 miles: 25,001 to 50,000 1 days 50,001 to 75,000 2 days 125,001 to 250,000 1 days 250,001 to 500,000 5 days 500,001 or More 2 days

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

Car ownership within 5 miles: 0.6 to 1.0 4 days 1.1 to 1.5 7 days

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

Travel Plan: No 11 days

PTAL Rating: No PTAL Present 11 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 22/05/20 Page 3 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters

1 CA-03-C-03 BLOCKS OF FLATS CAMBRIDGESHIRE CROMWELL ROAD CAMBRIDGE

Suburban Area (PPS6 Out of Centre) No Sub Category Total No of Dwellings: 8 2 Survey date: MONDAY 18/09/17 Survey Type: MANUAL 2 CB-03-C-03 FLATS & BUNGALOWS CUMBRIA LOUND STREET K E N D A L

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 3 3 Survey date: MONDAY 09/06/14 Survey Type: MANUAL 3 DC-03-C-02 FLATS IN BLOCKS DORSET PALM COURT WEYMOUTH SPA ROAD Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 1 4 Survey date: FRIDAY 28/03/14 Survey Type: MANUAL 4 DS-03-C-03 BLOCKS OF FLATS DERBYSHIRE CAESAR STREET DERBY

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 3 0 Survey date: WEDNESDAY 25/09/19 Survey Type: MANUAL 5 EB-03-C-01 BLOCKS OF FLATS CITY OF EDINBURGH MYRESIDE ROAD EDINBURGH CRAIGLOCKHART Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 3 2 Survey date: TUESDAY 26/05/15 Survey Type: MANUAL 6 ES-03-C-01 BLOCK OF FLATS EAST SUSSEX OLD SHOREHAM RD BRIGHTON HOVE Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 7 1 Survey date: TUESDAY 26/09/17 Survey Type: MANUAL 7 MS-03-C-02 BLOCKS OF FLATS MERSEYSIDE SOUTH FERRY QUAY LIVERPOOL BRUNSWICK DOCK Suburban Area (PPS6 Out of Centre) Development Zone Total No of Dwellings: 1 8 4 Survey date: TUESDAY 13/11/18 Survey Type: MANUAL 8 MS-03-C-03 BLOCK OF FLATS MERSEYSIDE MARINERS WHARF LIVERPOOL QUEENS DOCK Suburban Area (PPS6 Out of Centre) Development Zone Total No of Dwellings: 9 Survey date: TUESDAY 13/11/18 Survey Type: MANUAL 9 NT-03-C-01 HOUSES (SPLIT INTO FLATS) NOTTINGHAMSHIRE LAWRENCE WAY NOTTINGHAM

Suburban Area (PPS6 Out of Centre) No Sub Category Total No of Dwellings: 5 6 Survey date: TUESDAY 08/11/16 Survey Type: MANUAL TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 22/05/20 Page 4 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters (Cont.)

10 NT-03-C-02 HOUSES (SPLIT INTO FLATS) NOTTINGHAMSHIRE CASTLE MARINA ROAD NOTTINGHAM

Suburban Area (PPS6 Out of Centre) No Sub Category Total No of Dwellings: 1 3 5 Survey date: WEDNESDAY 09/11/16 Survey Type: MANUAL 11 SF-03-C-03 BLOCKS OF FLATS SUFFOLK TOLLGATE LANE BURY ST EDMUNDS

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 3 0 Survey date: WEDNESDAY 03/12/14 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 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 22/05/20 Page 5 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 11 61 0.059 11 61 0.146 11 61 0.205 08:00 - 09:00 11 61 0.052 11 61 0.189 11 61 0.241 09:00 - 10:00 11 61 0.078 11 61 0.114 11 61 0.192 10:00 - 11:00 11 61 0.072 11 61 0.087 11 61 0.159 11:00 - 12:00 11 61 0.065 11 61 0.075 11 61 0.140 12:00 - 13:00 11 61 0.070 11 61 0.080 11 61 0.150 13:00 - 14:00 11 61 0.067 11 61 0.081 11 61 0.148 14:00 - 15:00 11 61 0.078 11 61 0.083 11 61 0.161 15:00 - 16:00 11 61 0.105 11 61 0.058 11 61 0.163 16:00 - 17:00 11 61 0.108 11 61 0.081 11 61 0.189 17:00 - 18:00 11 61 0.158 11 61 0.078 11 61 0.236 18:00 - 19:00 11 61 0.130 11 61 0.078 11 61 0.208 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.042 1.150 2.192

Parameter summary

Trip rate parameter range selected: 9 - 184 (units: ) Survey date date range: 01/01/12 - 25/09/19 Number of weekdays (Monday-Friday): 11 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

TRICS Data – Houses Privately Owned TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 21/05/20 Page 1 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Calculation Reference: AUDIT-704001-200521-0547 TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days KC KENT 1 days WS WEST SUSSEX 1 days 03 SOUTH WEST DV DEVON 2 days WL WILTSHIRE 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 1 days NF NORFOLK 2 days SF SUFFOLK 2 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 06 WEST MIDLANDS WK WARWICKSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 3 days SY SOUTH YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 2 days MS MERSEYSIDE 1 days 09 NORTH DH DURHAM 1 days TW TYNE & WEAR 1 days 10 WALES PS POWYS 1 days 11 SCOTLAND AG ANGUS 1 days FA FALKIRK 1 days HI HIGHLAND 1 days

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

Primary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: No of Dwellings Actual Range: 7 to 98 (units: ) Range Selected by User: 5 to 100 (units: )

Parking Spaces Range: All Surveys Included

Parking Spaces per Dwelling Range: All Surveys Included

Bedrooms per Dwelling Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

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

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

Selected survey days: Monday 7 days Tuesday 7 days Wednesday 6 days Thursday 5 days Friday 1 days

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

Selected survey types: Manual count 26 days Directional ATC Count 0 days

Selected Locations: Suburban Area (PPS6 Out of Centre) 26 TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 21/05/20 Page 2 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

Selected Location Sub Categories: Residential Zone 26

Secondary Filtering selection:

Use Class: C 3 26 days

Population within 1 mile: 1,001 to 5,000 1 days 5,001 to 10,000 8 days 10,001 to 15,000 3 days 15,001 to 20,000 7 days 20,001 to 25,000 3 days 25,001 to 50,000 4 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 25,001 to 50,000 2 days 50,001 to 75,000 4 days 75,001 to 100,000 6 days 100,001 to 125,000 1 days 125,001 to 250,000 7 days 250,001 to 500,000 4 days

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

Car ownership within 5 miles: 0.6 to 1.0 10 days 1.1 to 1.5 16 days

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

Travel Plan: Yes 4 days No 22 days

PTAL Rating: No PTAL Present 26 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 21/05/20 Page 3 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters

1 AG-03-A-01 BUNGALOWS/DET. ANGUS KEPTIE ROAD ARBROATH

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 7 Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 2 CA-03-A-05 DETACHED HOUSES CAMBRIDGESHIRE EASTFIELD ROAD PETERBOROUGH

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 8 Survey date: MONDAY 17/10/16 Survey Type: MANUAL 3 CH-03-A-08 DETACHED CHESHIRE WHITCHURCH ROAD CHESTER BOUGHTON HEATH Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 1 1 Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 4 CH-03-A-11 TOWN HOUSES CHESHIRE LONDON ROAD NORTHWICH LEFTWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 4 Survey date: THURSDAY 06/06/19 Survey Type: MANUAL 5 DH-03-A-01 SEMI DETACHED DURHAM GREENFIELDS ROAD BISHOP AUCKLAND

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 5 0 Survey date: TUESDAY 28/03/17 Survey Type: MANUAL 6 DV-03-A-01 TERRACED HOUSES DEVON BRONSHILL ROAD TORQUAY

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 3 7 Survey date: WEDNESDAY 30/09/15 Survey Type: MANUAL 7 DV-03-A-03 TERRACED & SEMI DETACHED DEVON LOWER BRAND LANE HONITON

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 7 0 Survey date: MONDAY 28/09/15 Survey Type: MANUAL 8 FA-03-A-01 SEMI-DETACHED/TERRACED FALKIRK MANDELA AVENUE FALKIRK

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 3 7 Survey date: THURSDAY 30/05/13 Survey Type: MANUAL TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 21/05/20 Page 4 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters (Cont.)

9 HC-03-A-23 HOUSES & FLATS HAMPSHIRE CANADA WAY LIPHOOK

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 6 2 Survey date: TUESDAY 19/11/19 Survey Type: MANUAL 10 HI-03-A-14 SEMI-DETACHED & TERRACED HIGHLAND KING BRUDE ROAD INVERNESS SCORGUIE Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 4 0 Survey date: WEDNESDAY 23/03/16 Survey Type: MANUAL 11 KC-03-A-03 MIXED HOUSES & FLATS KENT HYTHE ROAD ASHFORD WILLESBOROUGH Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 5 1 Survey date: THURSDAY 14/07/16 Survey Type: MANUAL 12 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE ROOKERY LANE LINCOLN BOULTHAM Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 2 Survey date: TUESDAY 18/09/12 Survey Type: MANUAL 13 MS-03-A-03 DETACHED MERSEYSIDE BEMPTON ROAD LIVERPOOL OTTERSPOOL Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 1 5 Survey date: FRIDAY 21/06/13 Survey Type: MANUAL 14 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK YARMOUTH ROAD CAISTER-ON-SEA

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 7 Survey date: TUESDAY 16/10/12 Survey Type: MANUAL 15 NF-03-A-02 HOUSES & FLATS NORFOLK DEREHAM ROAD NORWICH

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 9 8 Survey date: MONDAY 22/10/12 Survey Type: MANUAL 16 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE NICHOLAS STREET YORK

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 1 Survey date: MONDAY 16/09/13 Survey Type: MANUAL 17 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE GRAMMAR SCHOOL LANE NORTHALLERTON

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 5 2 Survey date: MONDAY 16/09/13 Survey Type: MANUAL TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 21/05/20 Page 5 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters (Cont.)

18 NY-03-A-13 TERRACED HOUSES NORTH YORKSHIRE CATTERICK ROAD CATTERICK GARRISON OLD HOSPITAL COMPOUND Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 1 0 Survey date: WEDNESDAY 10/05/17 Survey Type: MANUAL 19 PS-03-A-02 DETACHED/SEMI-DETACHED POWYS GUNROG ROAD WELSHPOOL

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 8 Survey date: MONDAY 11/05/15 Survey Type: MANUAL 20 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK NORMANSTON DRIVE LOWESTOFT

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 7 Survey date: TUESDAY 23/10/12 Survey Type: MANUAL 21 SF-03-A-07 MIXED HOUSES SUFFOLK FOXHALL ROAD IPSWICH

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 7 3 Survey date: THURSDAY 09/05/19 Survey Type: MANUAL 22 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE A19 BENTLEY ROAD DONCASTER BENTLEY RISE Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 5 4 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 23 TW-03-A-02 SEMI-DETACHED TYNE & WEAR WEST PARK ROAD GATESHEAD

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 1 6 Survey date: MONDAY 07/10/13 Survey Type: MANUAL 24 WK-03-A-03 DETACHED HOUSES WARWICKSHIRE BRESE AVENUE WARWICK GUYS CLIFFE Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 3 Survey date: WEDNESDAY 25/09/19 Survey Type: MANUAL 25 WL-03-A-02 SEMI DETACHED WILTSHIRE HEADLANDS GROVE SWINDON

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 2 7 Survey date: THURSDAY 22/09/16 Survey Type: MANUAL TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 21/05/20 Page 6 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

LIST OF SITES relevant to selection parameters (Cont.)

26 WS-03-A-05 TERRACED & FLATS WEST SUSSEX UPPER SHOREHAM ROAD SHOREHAM BY SEA

Suburban Area (PPS6 Out of Centre) Residential Zone Total No of Dwellings: 4 8 Survey date: WEDNESDAY 18/04/12 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 21/05/20 Page 7 DHA Transport Limited Eclipse Park Maidstone Licence No: 704001

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 26 36 0.064 26 36 0.295 26 36 0.359 08:00 - 09:00 26 36 0.138 26 36 0.410 26 36 0.548 09:00 - 10:00 26 36 0.149 26 36 0.188 26 36 0.337 10:00 - 11:00 26 36 0.122 26 36 0.143 26 36 0.265 11:00 - 12:00 26 36 0.154 26 36 0.150 26 36 0.304 12:00 - 13:00 26 36 0.179 26 36 0.157 26 36 0.336 13:00 - 14:00 26 36 0.158 26 36 0.177 26 36 0.335 14:00 - 15:00 26 36 0.158 26 36 0.198 26 36 0.356 15:00 - 16:00 26 36 0.246 26 36 0.177 26 36 0.423 16:00 - 17:00 26 36 0.301 26 36 0.180 26 36 0.481 17:00 - 18:00 26 36 0.345 26 36 0.172 26 36 0.517 18:00 - 19:00 26 36 0.249 26 36 0.167 26 36 0.416 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.263 2.414 4.677

Parameter summary

Trip rate parameter range selected: 7 - 98 (units: ) Survey date date range: 01/01/12 - 19/11/19 Number of weekdays (Monday-Friday): 26 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 4 Surveys manually removed from selection: 0