Albert Drive, Sheerwater Transport Statement

Civil Engineers & Transport Planners

Albert Drive,

Sheerwater

Transport

Statement

March 2021

181094/TS/MK/RS/01

Civil Engineers & Transport Planners

LANMOR Consulting Ltd, Thorogood House, 34 Tolworth Close Surbiton, Surrey, KT6 7EW

Tel: 0208 339 7899 Fax: 0208 339 7898 E-mail: [email protected] Internet: www.lanmor.co.uk

DOCUMENT STATUS

Project: Albert Drive, Sheerwater

Title: Transport Statement

Client: -

Reference: 181094/TS/MK/RS/01

Produced by: MK Date:

Checked by: RS Date:

Approved by: KBL Date:

Issue/revision Date Status Issued by

First 24/05/2019 For Approval MK A 12/03/2021 For Approval JR

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CONTENTS

1 INTRODUCTION ...... 1 1.1 General ...... 1 1.2 Site Description and Existing Conditions ...... 1 1.3 Development Proposals ...... 2

2 LOCAL AND NATIONAL PLANNING POLICY ...... 3 2.1 National Planning Policy Framework (NPPF) revised 2019 ...... 3 2.2 Local Policies ...... 5 2.3 Parking Policies ...... 6 2.4 Cycle Parking ...... 7

3 ACCESSIBILITY OF THE SITE ...... 8 3.1 Site Accessibility and Local Facilities ...... 8 3.2 Pedestrian Access ...... 8 3.3 Cycle Access ...... 9 3.4 Public Transport – Buses ...... 10 3.5 National Rail Network ...... 11 3.6 Site Location Summary ...... 12

4 DEVELOPMENT PROPOSALS ...... 13 4.1 Proposed Uses ...... 13 4.2 Site Access ...... 13 4.3 Visibility Splays ...... 13 4.4 Parking Provisions ...... 14 4.5 Cycle Parking ...... 14 4.6 Servicing ...... 14

5 TRAFFIC GENERATION & IMPACT ON HIGHWAY NETWORK OPERATION ...... 15 5.1 Existing Traffic Generation ...... 15 5.2 Proposed Use ...... 16

6 SUMMARY AND CONCLUSION ...... 19

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TABLES

TABLE 2.1 – CAR PARKING STANDARDS ...... 7 TABLE 3.1 – LOCAL FACILITIES ...... 8 TABLE 3.2 – BUS SCHEDULE ...... 10 TABLE 4.1 – VISIBILITY SPLAY REQUIREMENTS ...... 14 TABLE 5.1 – VEHICULAR TRIPS (EXISTING CAR DEALERSHIP/SHOWROOM 272.54M 2) ...... 15 TABLE 5.2 – VEHICULAR TRIPS (EXISTING VEHICLE REPAIR CENTRE 322.32M 2) ...... 15 TABLE 5.3 – TOTAL VEHICULAR TRIPS (EXISTING SITE)...... 16 TABLE 5.4 – TRICS TRIP RATES (PROPOSED AFFORDABLE HOMES) ...... 16 TABLE 5.6 – TOTAL VEHICULAR TRIPS (PROPOSED SITE) ...... 17 TABLE 5.7 – COMPARISON OF VEHICLE TRIPS ...... 17

FIGURES

FIGURE 1.1 – SITE LOCATION ...... 2 FIGURE 3.3 – SUSTRANS CYCLE ROUTES ...... 9 FIGURE 3.4 – SCC CYCLE ROUTES ...... 10 FIGURE 3.5 – WOKING TRAIN STATION MAP ...... 11

APPENDICES

APPENDIX A Drawing 377-PL-100-00 – Proposed Site Plan APPENDIX B Drawing 181094/TS/01 – Walking Isochrones Drawing 181094/TS/02 – Cycling Isochrones Bus Route Map Train Network Map APPENDIX C Drawing 181094/TS/03 – Proposed Access Arrangements Drawing 181094/TR/01 – Vehicle Swept Path Assessment (Refuse Vehicle) APPENDIX D TRICS Output

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1 INTRODUCTION

1.1 General

1.1.1 Lanmor Consulting has been commissioned to provide advice on highway and transportation matters for the proposed redevelopment of the site at Albert House, Albert Drive, Woking, GU21 5JZ.

1.1.2 Within this Transport Statement, detailed consideration will be given to the location of the proposed development in terms of its accessibility by car and non- car modes of travel such as walking, cycling and public transport. It will consider changes in travel demand arising from the proposed development and the associated implications for the highway and transportation networks within the local area.

1.1.3 This statement will also demonstrate that the proposed development accords with the key planning policies, will have minimal impact on the surrounding highways and transport infrastructure and that the parking provisions for the development will be adequate and will not increase parking on-street.

1.2 Site Description and Existing Conditions

1.2.1 The land use in the area surrounding the site is a mix of both residential and industrial uses, the majority of the area is developed with residential properties with industrial units located to the east and northwest of the site.

1.2.2 The site is a brownfield site of 0.229 hectares and is currently occupied by VW Audi car dealership. The site is located on the eastern side of Albert Drive, a mixed-use road in Sheerwater approximately 1 mile north-east of Woking Town Centre. Figure 1.1 below shows the location of the site.

Albert Drive, Sheerwater 1 181094/TS/MK/RS/01 March 2021

Figure 1.1 – Site Location

1.3 Development Proposals

1.3.1 The proposals seek to demolish the existing building to make way for a five-storey building comprising of 29 units, accommodating 6 x 1-bed and 23 x 2-bed flats. The proposed development will also include for 29 parking spaces, along with a bike storage facility and bin store located on the southeast side of the building. Pedestrian access to the development is to be provided directly off Albert Drive. Drawing 377-PL-100-00 shows the proposed site plan and is included in Appendix A.

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2 LOCAL AND NATIONAL PLANNING POLICY

2.1 National Planning Policy Framework (NPPF) revised 2019

2.1.1 Within the NPPF it states:

"The purpose of the planning system is to contribute to the achievement of sustainable development. At a very high level, the objective of sustainable development can be summarised as meeting the needs of the present without compromising the ability of future generations to meet their own needs. Achieving sustainable development means that the planning system has three overarching objectives, Economic; Social; Environmental; which are interdependent and need to be pursued in mutually supportive ways (so that opportunities can be taken to secure net gains across each of the different objectives)".

Promoting Sustainable Transport

2.1.2 NNPF acknowledges Transport policies have an important role to play in facilitating sustainable development but also in contributing to the wider sustainability and health objectives and it states planning policies should;

a) support an appropriate mix of uses across an area, and within larger scale sites, to minimise the number and length of journeys needed for employment, shopping, leisure, education and other activities;

b) be prepared with the active involvement of local highways authorities, other transport infrastructure providers and operators and neighbouring councils, so that strategies and investments for supporting sustainable transport and development patterns are aligned;

c) identify and protect, where there is robust evidence, sites and routes which could be critical in developing infrastructure to widen transport choice and realise opportunities for large scale development;

d) provide for high quality walking and cycling networks and supporting facilities such as cycle parking (drawing on Local Cycling and Walking Infrastructure Plans); and

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e) Provide for any large scale transport facilities that need to be located in the area, and the infrastructure and wider development required to support their operation, expansion and contribution to the wider economy. In doing so they should take into account whether such development is likely to be a nationally significant infrastructure project and any relevant national policy statements.

2.1.3 The NPPF states that development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or the residual cumulative impacts on the road network would be severe.

2.1.4 Within this context, 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.

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Parking Standards

2.1.5 NPPF states when setting local parking standards for residential and non- residential development, local planning authorities should consider:

. The accessibility of the development;

. The type, mix and use of development;

. The availability of and opportunities for public transport;

. Local car ownership levels; and

. the need to ensure an adequate provision of spaces for charging plug-in and other ultra-low emission vehicles.

2.2 Local Policies

Woking Borough Council Core Strategy 2012

2.2.1 The Core Strategy is the main document within the Council's Local Development Framework (LDF). The Core Strategy provides a vision of what the area will look like by 2027. The transport policies within this document that are considered relevant to this application are as follows.

2.2.2 CS18: Transport and accessibility;

“The Council is committed to developing a well-integrated community connected by a sustainable transport system which connects people to jobs, services and community facilities, and minimises impacts on biodiversity. This will be achieved by taking the following steps:

• Ensuring development proposals provide appropriate infrastructure measures to mitigate the adverse effects of development traffic and other environmental and safety impacts.

• Implementing maximum car parking standards for all types of non- residential development, including consideration of zero parking in Woking Town Centre, providing it does not create new or exacerbate existing on-street car parking problems.”

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Woking Development Management Policies 2016

2.2.3 The Development Management Policies DPD contains detailed development management policies to aid in helping determine planning applications. The relevant policies to this application are;

2.2.4 DM16: Servicing development –

“The council requires:

• sufficient on-site servicing space to accommodate the number and type of vehicles likely to be generated and to ensure that this can take place without manoeuvring on the highway;

• require on-site servicing space and entrances to be sensitive to the character and appearance of the building and wider townscape”.

2.3 Parking Policies

2.3.1 The Borough of Woking has provided a Parking Standards Supplementary Planning Document which was recently revised in April 2018. According to the council, the purpose of this document is to set and fulfil appropriate car and cycle parking standards for all forms of development to balance a wide set of aims which include the following:

. Influence a shift in behaviour towards sustainable modes of transport

. Efficient use of land

. Ensure a high quality built environment and development sites

. Control congestion

. Ensure highway safety

. Minimise pollution

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2.3.2 Woking Borough have set clear minimum standards to ensure that sufficient parking is provided within developments and allows parking to be incorporated in the design stage. Table 2.1 below has been extracted from the Parking Standards Document and details the minimum on-site vehicle parking spaces required per dwelling. The council’s climate change SPD 2017 sets out the requirements for new development to provide Electric Vehicle Charging, for develepments over 20 spaces 5% of the spaces should have Active Charging Points and 15% should have a passive facility.

Table 2.1 – Car Parking Standards

2.4 Cycle Parking

2.4.1 Within the council’s LDD on parking they do not set the minimum levels of parking for flats. Only dwelling houses. The SCC parking guidance on which the LDD is based on set the minimum level for a 1 or 2 bed flat at one space per unit.

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3 ACCESSIBILITY OF THE SITE

3.1 Site Accessibility and Local Facilities

3.1.1 Local and national government guidance in respect of new developments is to ensure that sites are accessible by public transport. In terms of accessibility this statement will show the site is well placed in terms of access to local facilities and has good links to the public transport network in the area.

3.1.2 The site is located on Albert Drive and benefits from some facilities and services located within the vicinity of the site. Table 3.1 below lists some of those facilities.

Facility Type Distance Brewers Decorator Centres Retail 310 m Gibbs & Dandy Retail 455 m Euro Car Parts Retail 460 m Royal Sweets Restaurant 475 m Swish Cycles Retail 500 m Bridge Pharmacy Medical Centre 565 m Courtenay Free Church Place of Worship 595 m Asda Superstore 600 m Rooster Shack Restaurant 700 m Halfords Retail 755 m Currys PC World Retail 790 m Costa Coffee Restaurant 830 m St Paul C of E Church Place of Worship 890 m Shah Jahan Mosque Place of Worship 1 km Maybury Primary School School 1.24 km Wetherspoons Pub 1.63 km Lloyds Bank Bank 1.97 km HSBC Bank 2 km

Table 3.1 – Local Facilities

3.2 Pedestrian Access

3.2.1 Walking is the most important mode that offers the greatest potential to replace short car trips, particularly those under 2km. Guidance suggests that walking distances of between 200m to 2km depending on the journey purpose are reasonable. Pedestrian access to and from the site will be achievable from Albert Drive.

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3.2.2 Walking can also form part of a wider journey for commuting and leisure purposes when combined with public transport. Woking Train Station is located approximately 1.78km away to the southwest of the site, which under national guidance is an acceptable walking distance away achievable within 20-minutes. There are also various bus stops located within the vicinity of the site, the closest being located on Albert Drive, 150m to the north. A pedestrian Isochrone has been included in Appendix B as drawing 181094/TS/01.

3.3 Cycle Access

3.3.1 Cycling also has the potential to substitute for short car trips particularly for those journeys of less than 5 kilometres, or when it forms part of a longer journey by public transport. Woking Station can be accessed by a 6-minute cycle ride. Drawing 181094/TS/02 in Appendix B shows the destinations that can be reached within different cycle times.

3.3.2 According to the Sustrans National Cycle Network, there is a traffic-free cycle route identified 300m to the north on Saturn Trail, this route is known as National Cycle Network Route 221. Despite this, Surrey County Council also provide a cycle route map which indicates there is currently a designated cycle track on both sides of Albert Drive which are separated from the highway by grass verges therefore it is considered that there are safe and accessible cycle routes within the immediate vicinity of the site. The current cycle routes within the vicinity of the site are shown on the cycle route maps below in Figure 3.3.

Figure 3.3 – Sustrans Cycle Routes

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Figure 3.4 – SCC Cycle Routes

3.4 Public Transport – Buses

3.4.1 The nearest bus stops to the site are located to the north along Albert Drive. The bus stops on Albert Drive are well lit, offering sheltering and information on bus routes and frequencies. The bus services available via Queens Road are tabulated below.

Bus Route Distance Weekday Peak Weekend Weekend Route Bus Stop from Frequency Frequency Frequency (p/h) Site (p/h) (p/h) (sat) (sun)

91 Forsyth Knaphill - Woking - 08:16 - - 150m (School) Road

Woking - Byfleet - 2 2 Forsyth - 436 Brooklands - 150m (06:43 – 18:58) (08:13 – 19:13) Road Weybridge 1-2 1 Forsyth Woking - Addlestone - 456 150m (06:46 – 19:52) (07:07 – 19:52) Road - Chertsey - Staines

462 Forsyth Guildford - Ripley - - 08:10 - - 150m (School) Road Woking

Kingfield Green - - 09:41 Forsyth - - 856 Woking - Addlestone 150m - 16:41 Road - Chertsey – Sunbury Table 3.2 – Bus Schedule

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3.4.2 There are five bus services with route 436 and 456 being the most frequent and providing the most services to a wide range of destinations including railway stations, hospitals, schools and other facilities. All buses around the local area are run and maintained by Arriva Bus, Falcon Buses, Traveline, Whitebus and Cadinal Buses. A bus route map is also included within Appendix B.

3.5 National Rail Network

3.5.1 There is one train station which is within walking distance to the site and that is Woking Train Station located approximately 1.78km away to the southwest.

3.5.2 Woking station is located at the heart of Woking Town Centre and is operated by South Western Railway. The station has a total of 6 platforms, all of which are in excellent condition and are accessible by foot with disabled access provided too.

3.5.3 The station offers various facilities to commuters such bicycle and car parking areas. The station currently has a total of 752 storage spaces for bicycles along with 570 car park spaces, all of which are monitored 24-hours a day with CCTV coverage. A ticket office and various ticket machines are located throughout the station with various staff working both within the offices and on the platforms.

3.5.4 The station also includes amenities such as toilets, shops and other refreshment facilities. The station is fully equipped to help commuters with additional needs such as ramps for train access and lifts to get to and from platforms. As you can see in Figure 3.5 below there are various facilities located throughout the station.

Figure 3.5 – Woking Train Station Map Albert Drive, Sheerwater 11 181094/TS/MK/RS/01 March 2021

3.6 Site Location Summary

3.6.1 The site has fair access to a facilities within walking and cycling distance of the site. Conditions of the immediate footpaths and road networks are good and provide safe routes in all directions.

3.6.2 There is a total of 5 bus services available within the vicinity of the site, all of which are within walking distance. Woking Train Station is also reachable within a reasonable walking distance.

3.6.3 It is considered that the site location has a reasonable level of accessibility and does offer some alternatives to the use of private car for commuting to and from the local facilities, thus encouraging the use of different modes of transport and making the site suitable for residential development.

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4 DEVELOPMENT PROPOSALS

4.1 Proposed Uses

4.1.1 The proposed development is fully described in the accompanying planning application documents and will involve the demolition of the existing car showroom/garage and associated buildings and redevelopment of the site involving erection of a five-storey residential building to provide 29 flats with associated access, parking, cycle and bin storage provision.

4.1.2 The make-up of the development will consist of 6 x 1-bed and 29 x 2-bed flats. The development will include for 29 car parking spaces, 29 secure cycle spaces will also be provided.

4.2 Site Access

4.2.1 There is currently one point of vehicular and pedestrian access to the site which is achieved via Albert Drive. As the development will comprise of demolishing the existing service/MOT centre and dealership, this access will be removed. There is another access further south of the site which is not in use as it is restricted with bollards. The proposals will utilise this to provide a single point of access directly off Albert Drive for vehicles and pedestrians.

4.2.2 The entrance into the site provides direct access to the car park, there is adequate space within the site to allow large vehicles to enter and leave the site in a forward gear.

4.3 Visibility Splays

4.3.1 Albert Drive is subject to a speed limit of 30mph, guidance in Manual for Streets recommends visibilities of 43 metres should be provided for drivers at the egress point of the junction. Visibility splays in excess of 2.4 x 43 metres are achievable to the nearside carriageway edge in both directions providing drivers exiting the site with the appropriate level of visibility.

4.3.2 Table 4.1 below lists the required horizontal visibilities in MfS based on speed limits.

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Table 4.1 – Visibility Splay Requirements

4.3.3 Drawing 181094/TS/03 in Appendix C shows the access arrangements and visibility splays for the proposed access.

4.4 Parking Provisions

4.4.1 Woking Borough council’s Parking Standards Supplementary Planning Document sets out the required spaces for each residential unit depending on the no. of beds. It states that all 1-bedroom apartments shall have a minimum of 0.5 spaces per dwelling, where all 2-bedroom apartments should have a minimum of 1 space per dwelling.

4.4.2 The development proposals include for a total of 29 parking spaces. The parking requirements based on the rates set out above would result in a minimum of 26 spaces, therefore the proposed levels of parking are in line with the council’s current policy and are considered adequate to serve the development.

4.5 Cycle Parking

4.5.1 Surrey County Council’s parking policy for cycles states that 1 space should be provided for each 1 or 2 bedroom unit. As part of the proposed development there will be a secure cycle store located on the ground floor next to the entrance of the residential building where a total of 29 cycles can be stored. This provision meets the policy requirements and will encourage residents to cycle.

4.6 Servicing

4.6.1 The development will provide refuse stores at the ground floor level, it is anticipated that the refuse vehicle will enter and leave the site in a forward gear as indicated on Drawing 181094/TR/01 in Appendix C. The bin store will be located to the rear by the carpark.

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5 TRAFFIC GENERATION & IMPACT ON HIGHWAY NETWORK OPERATION

5.1 Existing Traffic Generation

5.1.1 The existing site is currently used as a car showroom/dealership and service/MOT centre and therefore has the potential to generate vehicle movements to the site, the gross floor area for the car showroom is approximately 272.54m2 and the workshop / MOT centre is approximately 322.32m2.

5.1.2 To understand the level of traffic associated with the current use a review of the TRICS database trip rates has been undertaken to estimate the trips for the current uses when in full operation, these are set out in the tables below.

5.1.3 The TRICS database doesn’t hold data on the modal split of persons visiting car repair garages as well as service and MOT centres however for the benefit of this assessment rates for slow fit-garages and autocentres has been used to assess the vehicle movements to this facility. The vehicle trips rate for car showrooms have been extracted from the TRICS database. The trip rates from both facilities are presented in Tables 5.1 & 5.2 below.

Arrivals Departures Total Time range Trips per Total Trips per Total Trips per Total 100sqm Trips 100sqm Trips 100sqm Trips AM Peak 1.347 3.671 0.234 0.638 1.581 4.309 (08.00-09.00) PM Peak 0.469 1.278 1.113 3.033 1.582 4.312 (17.00-18.00) Daily Total 10.437 28.445 10.961 29.873 21.398 58.318

Table 5.1 – Vehicular Trips (Existing Car Dealership/Showroom 272.54m 2)

Arrivals Departures Total Time range Trips per Total Trips per Total Trips per Total 100sqm Trips 100sqm Trips 100sqm Trips AM Peak 1.149 3.703 0.338 1.089 1.487 4.793 (08.00-09.00) PM Peak 0.676 2.179 1.351 4.355 2.027 6.533 (17.00-18.00) Daily Total 8.852 28.532 8.851 28.529 17.703 57.060

Table 5.2 – Vehicular Trips (Existing Vehicle Repair Centre 322.32m 2)

5.1.4 The total traffic that the existing uses on site might generate is provided in Table 5.3 which is the combined movements generate by all the facilities on site.

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Arrivals Departures Total Time range Total Trips Total Trips Total Trips AM Peak 7.37 1.73 9.102 (08.00-09.00) PM Peak 3.46 7.39 10.845 (17.00-18.00) Daily Total 56.98 58.40 115.378

Table 5.3 – Total Vehicular Trips (Existing Site)

5.2 Proposed Use

5.2.1 The proposals will include the demolition of the existing car showroom and workshop centre to make way for a new residential block consisting of 29 new residential flats (29 affordable homes) with 29 new parking spaces. Trip data for similar type and size of developments have been assessed to derive the vehicle trip rates per unit for comparison with the existing situation.

AM Peak PM Peak Daily Total Trip Rates 08:00 – 09:00 17:00 – 18:00 Vehicles Trip Rates Trip Rates Trip Rates Trip Rates Trip Rates Trip Rates Arr Dep Arr Dep Arr Dep C3 0.072 0.216 0.216 0.089 1.423 1.460 Residential AM Peak PM Peak Daily Total Total Trips 08:00 – 09:00 17:00 – 18:00 Vehicles Total Trip Total Trips Total Trip Total Trips Total Trip Total Trips Arr Dep Arr Dep Arr Dep 29 dwellings 2.088 6.264 6.264 2.581 41.267 42.340 Total Table 5.4 – TRICS Trip Rates (Proposed Affordable Homes)

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5.2.2 Table 5.4 above show the proposed trips and trip rates that the development might generate during the peak periods during a typical weekday for the different tenures.

5.2.3 The total traffic that the proposed development might generate is provided in Table 5.6 which is the combined movements generate by all the tenures.

Arrivals Departures Time range Total Trips Total Trips AM Peak 2.088 6.264 (08.00-09.00) PM Peak 6.264 2.581 (17.00-18.00) Daily Total 41.267 42.340

Table 5.6 – Total Vehicular Trips (Proposed Site)

5.2.4 Table 5.7 below shows a comparison of the existing and proposed trips the site may generate based on the trips rates extracted from the TRICS database.

Weekday AM Peak Weekday PM Peak Daily Total 08:00 – 09:00 17:00 – 18:00

Total Trip Total Total Trip Total Trips Trip Rates Trip Rates Arr Trips Dep Arr Dep Arr Dep Existing Trips 7.37 1.73 3.46 7.39 56.98 58.40

Proposed Trips 2.09 6.26 6.26 2.59 41.27 42.34

Difference - 5.28 + 4.53 + 2.80 - 4.80 - 15.71 - 16.06

Table 5.7 – Comparison of Vehicle Trips

5.2.5 When the trip rates are applied to the proposed number of dwellings, it shows the traffic generated in the peak period by the proposed development will be in the order of 8-9 two-way movements similar to that generated by the existing facility. Over the course of the day the proposed development is likely to generate a slightly less amount of vehicle trips compared to the existing flows for the car showroom and repair centre.

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5.2.6 The proposed development will only generate a maximum of 6 vehicle movements during the peak periods, this is very similar to the current use, however the directions in flow will swap, with a slight increase of vehicles departing in the morning peak with a reduction in vehicles arriving. In the evening peak there will be a similar pattern to the morning peak with 5 less arrivals and 4 additional departures.

5.2.7 Overall the change in traffic patterns are considered to have no impact on the local highway network and in fact there is likely to be some benefit as the proposals will reduce the overall number of vehicles in the immediate area. The full output for the TRICS Data is included within the Appendix D.

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6 SUMMARY AND CONCLUSION

6.1.1 The site is located in the Borough of Woking and is situated off Albert House, Albert Drive, Woking, GU21 5JZ. The proposed development will involve the demolition of the existing car showroom and service/MOT centre to make way for a new residential development consisting of 29 new flats with associated parking. The residential units will comprise of 6 x 1-bed and 23 x 2-bed flats.

6.1.2 The site has reasonable access to the local public transport network, with bus stops serving 5 routes within walking distance and a train station also within walking distance.

6.1.3 The access arrangements for the development will remove the existing main entrance and reuse another existing access at the western end of the site, minimum visibility in line with manual for streets can be provided in both directions.

6.1.4 The proposed development will generate a similar level of trips to the current facility. The traffic patterns to and form the site in the peak periods will swap and there is likely to be an overall reduction in the number movements to the site. The proposals will not have any material impact on the safety or capacity of the highway network and therefore we can see no reason why the application should be refused on transportation grounds.

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APPENDIX A

Drawing 377-PL-100-00 – Proposed Site Plan

APPENDIX B

Drawing 181094/TS/01 – Walking Isochrones

Albert Drive Sheerwater LANMOR Walking Isochrones Thorogood House, 34 Tolworth Close, Surbiton, Surrey, KT6 7EW Telephone: 0208 339 7899 Fax: 0208 339 7898 E-mail: [email protected] SCALE NTS DRAWN BY MK PRJ No. 181094 DWG No. 181094/TS/01 www.lanmor.co.uk

Drawing 181094/TS/02 – Cycling Isochrones

Albert Drive Sheerwater LANMOR Cycling Isochrones Thorogood House, 34 Tolworth Close, Surbiton, Surrey, KT6 7EW Telephone: 0208 339 7899 Fax: 0208 339 7898 E-mail: [email protected] SCALE NTS DRAWN BY MK PRJ No. 181094 DWG No. 181094/TS/02 www.lanmor.co.uk

Bus Route Map

. NE 446 Y RD LA WOKING SE 73 Horsell Common T 593 WOODHAM 592 CHO CHER Bus routes at least once per hour, five days a week, all year round BHAM ROAD 556 T CH N OBH CE AM ES 28 81 446 R R 592 C OA D AD E 34.35 91 456 RO R SHORES O

M K 73 CA G 436 RTH C MONUMEN OUSE R ROAD A A LA K TH ROAD L Less frequent bus routes (numbers followed by a diamond ) NE C N B WI 73 E OU K G S AD E E O WO ITTL T R L 33 437 T R M O L O HA 436 IRVE D DH T E 446 A

W WOO l D HE a D 39A .39B .39C Horsell A ROAD n 462 .463 M RISE a 456 E 556 C T A L TH e Common L k ER 40 M o 520 593 t B

O R D s H A RTO D. g O n AL AD I R i 47 O Woking L s 556 R N L LM a RO E B H High School OAD 39C A 48 H UT D 592 592 .593 ORSE O 48 S Y R L

48 . L B

Bus terminus 39C D IRC 91 RTSE R E H 73 Y ROAD D HE Littlewick OA N R NC Bus operates in direction of arrow shown R Horsell C A PRI ES ICK O DRIV S W 39C D 48 Y ND ROAD TLE Y Cricketers Inn School A C U 456 A W HO KENT LIT L D BO C A BHAM 437 BUL E School 436 39C HIGH M . Goldsworth RD D

LB R O 437 39A T Park AD . E R S RO ROAD R D G T O M RE N ET AD F G O RY RO CO O 456 ROA LT U Goldwater Lodge 91 A Y LL N RK E Waterers K S R WA GE D CH R AND Y S Schools IA WA MAYBU 437 D KL Community Centre PA . BEA A E OR IR V T L Woking T D Park EWIC K HWO U B AN E R E N VIC OA TL 91 R

D A IT U E D 436 R UE . R N C E A L E A

R ELL

H S V New 437

’S School O 48 48 L T RO S

A H

Y TA D Maybury LA R A N ILL

M N HI W E 40 E N O AD Victoria RI L O

H IA HA O O RO R D MA L

B T C Y TO Theatre A

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H B F Goldsworth 39C V R Y E

A SC.

C RN I W EW B B E S R E

Y R L B URY

E E RD D Y R . C Peacocks Centre L L K

CL Park T C IL I L AY D Y F H 39C 437 O

H B A TO E W D V R 40 91 E R W I

W N R

E I AD 39C Y Woking B

D W HIL

V L O O O C N

OR E W O M 73 R NS O A L

O WA D V BR M S H OD L L

T A E I A HA

A I T E

N CT L W IF F N FT L Y K T. E D

NCH TON R 91 C . I P E AD A 39A A RO C P S E LO D ORI R S Y RO O BI 39B T R O B UR Knaphill N Waitrose AM O 91 40 RO O H H A WAY HIGH S O B N 73 T G D O R WOR N D O GOLDS KI LI 39A AD O . E MEC ROAD H STREET R WAY C RO HIG 39A PAR Woking Station W O H FT V ON S EY R ICT A E NU OAD T 39B E R D O D N L LEY 28.34.35 C OL L RI E Y A Routes terminating: O T VE O A D D C AD A A HSIDE O A W ROAD 39A O R School R W DRI 39A H E 39A T 456 28.33 .39A .39B I DRIVE R R N N 40 ROAD AY N O Maybury

O LD V W K LA 39B W IE ER T F E 39C .40 .48 .73.81 39A G S

G G 39B M P HO D Morrisons HEATHSIDE ROAD Inn N A OCK 592 593

U RA R L L L 39A M DI RD. N OB O N 39C

I OD O O 91.436.437 .446 A 48 L C 39C GT WAY

ED AY N G

D 39C OBHAM K B R I F NI NOR N W Woking 28 F THWOOD AVE. I 39B R IE IN W LD W NGS D 462 .463 .520 .556 O NKE D E Railair 701 CH Y DRIV A D . KI D R A Y A Community R O A 34.35 D M DWA 28 R D O to Heathrow Airport Routes calling: RE AN A R O RO D 39A 39A RO R Hospital N’S AD K D WAY OH

39A .91 D J R 39A

BROA 34 ST. R R

I 28.34.35.456 O N AMSTEL 34 O O N 39B ROAD 35 Y O B F

NG A 39B N’S

H R G 39B O M D E

D School J R

OO L KI 35 S E I 34 . I W O T R H 91 35 U W S S ’S KL H Hoebridge

St. Johns N G I 35 T OH T 462 Woking T A J T E Y W 34 ST . RI N 81 Y D . JO N R Golf OA HERMI HN’S HIL G U OSE TA 40 LD R GE ROA L G O Park LANE E D RO RO 463 ’ O TAG AD E S M Course W A W ERMI 28 L 520 H LAN D H 28 A E Leisure IT LAN S E E E NE ROS D. 28 GE T H Centre LLE E R I 28 39B L RD 34 462 G St. John’s CO L O HOOK Star F B HEATH D D AV IL A 462 463 A Lye ENUE U O Sainsbury’s GO L WYCH S G HILL G R R HIL L NE U St. John the Baptist S A RMITA SE l H NE 463 A D T MBRIDGE L ND H W a WYC EL N n 28 HE OO O Brookwood A a AD School E W H 28 O D R T D C C RO A YCH R O ID O H S OLD Country Park e R ILL 39B E k UB LA W PI R L . GE 47 OOD o N Y C t A R E s F C E LE RD

S g Hook R S O Woking EW n O G R D D W

i . RO

AD A E A O GOL 48 M LOS O as D H O D LI C E W B 81 Sixth Form College R Heath A YE ROAD MI GE KI L TA RO C D 91 OD E E 40 O D 34 N AR D U KW G ATH N 462 O NK R A . KI 463

D E RO 33 R B O R D N V

PO AD RO D GFI BA LE P RYD EN OAD N A S WAY

OA A D

ND Kingfield MI R E A 35 O H R L O D D T R O

H L

A H R LLY

S E T Green

E I ROAD 81 A P R School R

Woking F H D E W O HO Old Woking T T A . O S K S 520 H L

Golf Course O E

O L O W G H 462 B ROAD . 463 L LD GE RD T. A FIE RA HIGH ST H S C T VICA REET IG West Hill K Barnsbury S H H ROAD School E O H W Golf Course R HOOK HEAT 34 S BAG E

AD SH R O A HO AD 33 OT O RO HO RO D K H H Westfield

E T A D OK 35 A EY School O R y R O H GL e 520 A IL E OAD W D L R D 40 r L E A ENU e A D R AV iv S NE L ALFOU R 462 AU E B N I DER F T S S S 463 AUNDERS E LAN LA BROADME NE Bird W AD E H RO EATH HOUSE in Hand MAY FOR D D For full details of services see timetable information. For clarity, OA GR 1 R EEN Mayford 0 /2 kilometre H D. Cartbridge occasional variations to certain routes are not shown on this map. AT GU R NE S E ILD W 34 E H Mayford D S EL ND T’ FO L Correct from 2 September 2017 R 33 RD RD. AN © Copyright Surrey County Council 0 1/4 1/2 mile MA Centre RD. S WESTFI Produced by 26.7.17 www.fwt.co.uk 520 35 E

Train Network Map

Milton Keynes, London Birmingham and the North Victoria Watford Junction London Brentford Waterloo Syon Lane Windsor & Shepherd’s Bush Eton Riverside Isleworth Hounslow Kew Bridge Kensington (Olympia) Datchet Heathrow Chiswick Vauxhall Airport Virginia Water Sunnymeads Queenstown Egham Barnes Bridge Wraysbury Road Longcross Whitton TwickenhamSt. MargaretsRichmondNorth Sheen BarnesPutneyWandsworthTown Sunningdale Clapham Junction Staines Ashford Feltham Mortlake Wimbledon Earlsfield Martins Heron Strawberry Ascot Hill Tramlink Raynes Park Bracknell Wokingham Winnersh Triangle SheppertonUpper HallifordSunbury Kempton ParkHampton Fulwell Teddington Hampton WickKingston Norbiton New Oxford, Birmingham Winnersh and the North Hampton Court Malden Thames Ditton Berrylands Chertsey Surbiton Malden Motspur Reading to Gatwick Airport Esher Earley Bagshot ChessingtonTolworthManor Park Hersham Addlestone Walton-on- South Wales, Birmingham Bath, Bristol, South Wales Crowthorne Thames and the North and the West Country Reading Camberley Hinchley North Worcester Beckenham Oldfield Park Park Junction Trowbridge Byfleet & Wood Keynsham Bradford- Reading West Bath Spa Westbury Brookwood Weybridge on-Avon Sandhurst Frimley New Haw Stoneleigh Elmers End Newbury Claygate Chessington Ewell Farnborough West Byfleet South New Mortimer Blackwater West Bristol West East Addington Bramley Woking Temple Meads Oxshott Croydon Croydon Frome Epsom Warminster Farnborough North Worplesdon Bruton Bristol Airport Templecombe Fleet Ashtead Whitchurch Cobham & AxminsterCrewkerne Castle Cary Gillingham Salisbury Winchfield Ash Vale Stoke D’Abernon Taunton Honiton Tisbury Grateley Andover Overton Yeovil Ash London Road Leatherhead Bus Station Yeovil (Guildford) Clandon Horsley Pen Mill Basingstoke North Camp Box Hill & Hook Wanborough Aldershot Effingham Bookham Westhumble Guildford Junction Dorking Redhill Okehampton Feniton Yeovil Sherborne Micheldever Tiverton Junction Farnham and North Devon Whimple Dean Chandler’s Ford Farncombe Shalford Chilworth Gomshall Dorking Dorking BetchworthReigate Parkway Winchester West (Deepdene) Cranbrook Mottisfont & Shawford Bentley Godalming Dunbridge Southampton Gatwick Pinhoe Airport Parkway Eastleigh Alton Milford Airport Exeter Exeter Central St. Denys Witley St. Davids Swaythling The Three Southampton Crawley Bridges Bitterne Hedge End Watercress Haslemere Paignton, Central Line Plymouth and Exmouth Romsey Woolston Liphook Millbrook Town Horsham Penzance Alresford Liss Redbridge Quay Sholing Exeter Airport Billingshurst Totton Netley Botley Petersfield Thornford Ashurst (New Forest) Rowlands Castle Pulborough Haywards Hamble Heath Beaulieu Road Bursledon Brockenhurst Havant Arundel Eastbourne, Hythe Swanwick Hastings, Yetminster Sway Bedhampton Portchester Barnham Worthing Hove Ashford International Bournemouth New Milton Chichester and the South East Hinton Admiral Fareham Shoreham Airport Cosham Hilsea Christchurch Bognor Regis Littlehampton Brighton Chetnole Pokesdown for Boscombe Lymington Town Fratton Bournemouth Gosport Portsmouth & Branksome Lymington Pier Maiden Cowes Southsea Newton Parkstone Portsmouth Harbour Poole Ryde Pier Head Southsea Hoverport Network Map Hamworthy Isle of Ryde Esplanade Connections to: Holton Heath Yarmouth Wight Wareham Ryde St. Johns Road Other services London Underground Dorchester Wool Isle of Wight Steam Railway Smallbrook To France & Spain Bus links London Overground West Moreton Junction Wootton Ferry links and Tramlink Dorchester Brading South Swanage To Channel Islands Hovercraft links Upwey Railway Sandown Weymouth Swanage & France Heritage Railways Lake Shanklin Ventnor

APPENDIX C

Drawing 181094/TS/03 – Proposed Access Arrangements

reconstructed with new with reconstructed

tactile paving for cycle for paving tactile

and pedestrian paths pedestrian and

Footpath to be to Footpath

Lawson cypress Lawson G5

Pedestrian Footpath

Cycle Track Proposed Access Proposed

Visibility Splay 2.4 x 43m

SCALE Oak

G9*

1:500 & 1:150 birch Silver

T10*

Lawson cypress Lawson

Silver birch Silver

T7*

reconstructed with new with reconstructed

tactile paving for cycle for paving tactile and pedestrian paths pedestrian and

DRAWN BY Footpath to be to Footpath

Silver birch Silver Access Arrangements T6 Albert Drive Sheerwater Proposed PRJ No.

R6.000m 181094

Visibility Splay 2.4 x 43m DWG No.

R6.000m Boundary

181094/TS/03 Site

Cycle Track

Pedestrian Footpath

Grass Verge

Shrubs

Birch

Birch G2

Thorogood House, 34 Tolworth Close, Surbiton, Surrey, KT6 7EW

Cotoneaster G3*

Telephone:

Sycamore and ash and Sycamore G4* E-mail: [email protected] LANMOR 0208 339 7899 www.lanmor.co.uk Fax: 0208 339 7898

Drawing 181094/TR/01 – Vehicle Swept Path Assessment (Refuse Vehicle)

Lawson cypress Lawson

Silver birch Silver

T7*

Shrubs

Silver birch Silver T6 SCALE

1:250

Lawson cypress Lawson G5 DRAWN BY MK Vehicle Swept Path Assessment Refuse Vehicle Albert Drive Sheerwater PRJ No.

181094 Shrubs DWG No.

181094/TR/01 Rev B

Shrubs

Birch T1

Thorogood House, 34 Tolworth Close, Surbiton, Surrey, KT6 7EW Shrubs

Telephone:

Birch G2 E-mail: [email protected] LANMOR

0208 339 7899 C2

www.lanmor.co.uk Cotoneaster

G3*

Sycamore and ash and Sycamore G4* Fax: 0208 339 7898

APPENDIX D

TRICS Output

Calculation Reference: AUDIT-162301-190522-0530 TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 01 GREATER LONDON HO HOUNSLOW 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE SY SOUTH YORKSHIRE 1 days 09 NORTH CB CUMBRIA 1 days TW TYNE & WEAR 1 days

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

Secondary 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 500 (units: sqm) Range Selected by User: 100 to 500 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/11 to 05/04/17

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

Selected survey days: Monday 1 days Wednesday 2 days Friday 1 days

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

Selected survey types: Manual count 4 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 3 Edge of Town 1

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

Selected Location Sub Categories: Industrial Zone 2 Development Zone 1 Residential 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.

Secondary Filtering selection:

Use Class: A 1 4 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®. TRICS 7.6.1 290419 B19.08 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 22/05/19 Page 2 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

Secondary Filtering selection (Cont.):

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

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

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

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

Car ownership within 5 miles: 0.6 to 1.0 2 days 1.1 to 1.5 2 days

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

Travel Plan: No 4 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating: No PTAL Present 3 days 3 Moderate 1 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.6.1 290419 B19.08 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 22/05/19 Page 3 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

LIST OF SITES relevant to selection parameters

1 CB-14-A-03 PEUGEOT CUMBRIA GILWILLY ROAD PENRITH GILWILLY IND. ESTATE Edge of Town Industrial Zone Total Gross floor area: 5 0 0 sqm Survey date: WEDNESDAY 11/06/14 Survey Type: MANUAL 2 HO-14-A-01 FIAT HOUNSLOW WHITTEN ROAD HOUNSLOW

Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 4 2 5 sqm Survey date: MONDAY 10/12/12 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

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 7.6.1 290419 B19.08 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 22/05/19 Page 4 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

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 2 463 0.757 2 463 0.216 2 463 0.973 08:00 - 09:00 4 427 1.347 4 427 0.234 4 427 1.581 09:00 - 10:00 4 427 1.054 4 427 1.465 4 427 2.519 10:00 - 11:00 4 427 0.879 4 427 0.820 4 427 1.699 11:00 - 12:00 4 427 0.937 4 427 0.937 4 427 1.874 12:00 - 13:00 4 427 1.113 4 427 1.113 4 427 2.226 13:00 - 14:00 4 427 0.996 4 427 1.054 4 427 2.050 14:00 - 15:00 4 427 0.820 4 427 0.996 4 427 1.816 15:00 - 16:00 4 427 0.762 4 427 1.465 4 427 2.227 16:00 - 17:00 4 427 1.054 4 427 1.465 4 427 2.519 17:00 - 18:00 4 427 0.469 4 427 1.113 4 427 1.582 18:00 - 19:00 3 402 0.249 3 402 0.083 3 402 0.332 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1 0.437 1 0.961 2 1.398

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

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.6.1 290419 B19.08 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 22/05/19 Page 5 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

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 - 500 (units: sqm) Survey date date range: 01/01/11 - 05/04/17 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.5.3 121018 B18.48 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 13/11/18 Page 1 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 15 - VEHICLE SERVICES Category : A - VEHICLE REPAIR GARAGE (SLOW FIT) VEHICLES

Selected regions and areas: 02 SOUTH EAST WN WINDSOR & MAIDENHEAD 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 1 days

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

Secondary 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: 580 to 900 (units: sqm) Range Selected by User: 250 to 5100 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/10 to 23/11/12

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

Selected survey days: Tuesday 1 days Friday 1 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: Suburban Area (PPS6 Out of Centre) 1 Edge of Town 1

Selected Location Sub Categories: Industrial Zone 2

Secondary Filtering selection:

Use Class: B 2 2 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®. TRICS 7.5.3 121018 B18.48 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 13/11/18 Page 2 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

Secondary Filtering selection (Cont.):

Population within 1 mile: 5,001 to 10,000 1 days 25,001 to 50,000 1 days

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

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

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

Car ownership within 5 miles: 0.6 to 1.0 1 days 1.1 to 1.5 1 days

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

Travel Plan: No 2 days

PTAL Rating: No PTAL Present 2 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.5.3 121018 B18.48 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 13/11/18 Page 3 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

LIST OF SITES relevant to selection parameters

1 CA-15-A-01 GARAGE CAMBRIDGESHIRE FENGATE PETERBOROUGH

Edge of Town Industrial Zone Total Gross floor area: 9 0 0 sqm Survey date: TUESDAY 16/10/12 Survey Type: MANUAL 2 WN-15-A-01 GARAGE WINDSOR & MAIDENHEAD CORDWALLIS STREET MAIDENHEAD

Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 5 8 0 sqm Survey date: FRIDAY 23/11/12 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 7.5.3 121018 B18.48 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 13/11/18 Page 4 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

TRIP RATE for Land Use 15 - VEHICLE SERVICES/A - VEHICLE REPAIR GARAGE (SLOW FIT) 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 2 740 0.473 2 740 0.068 2 740 0.541 08:00 - 09:00 2 740 1.149 2 740 0.338 2 740 1.487 09:00 - 10:00 2 740 1.081 2 740 1.081 2 740 2.162 10:00 - 11:00 2 740 0.946 2 740 0.743 2 740 1.689 11:00 - 12:00 2 740 0.946 2 740 0.608 2 740 1.554 12:00 - 13:00 2 740 0.743 2 740 0.878 2 740 1.621 13:00 - 14:00 2 740 1.081 2 740 1.149 2 740 2.230 14:00 - 15:00 2 740 0.473 2 740 0.811 2 740 1.284 15:00 - 16:00 2 740 0.405 2 740 0.473 2 740 0.878 16:00 - 17:00 2 740 0.811 2 740 1.081 2 740 1.892 17:00 - 18:00 2 740 0.676 2 740 1.351 2 740 2.027 18:00 - 19:00 2 740 0.068 2 740 0.270 2 740 0.338 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 8.852 8.851 1 7.703

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.5.3 121018 B18.48 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 13/11/18 Page 5 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

Parameter summary

Trip rate parameter range selected: 580 - 900 (units: sqm) Survey date date range: 01/01/10 - 23/11/12 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.5.3 121018 B18.48 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 13/11/18 Page 6 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

TRIP RATE for Land Use 15 - VEHICLE SERVICES/A - VEHICLE REPAIR GARAGE (SLOW FIT) OGVS 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 2 740 0.000 2 740 0.000 2 740 0.000 08:00 - 09:00 2 740 0.000 2 740 0.068 2 740 0.068 09:00 - 10:00 2 740 0.068 2 740 0.000 2 740 0.068 10:00 - 11:00 2 740 0.000 2 740 0.000 2 740 0.000 11:00 - 12:00 2 740 0.000 2 740 0.000 2 740 0.000 12:00 - 13:00 2 740 0.000 2 740 0.000 2 740 0.000 13:00 - 14:00 2 740 0.000 2 740 0.000 2 740 0.000 14:00 - 15:00 2 740 0.000 2 740 0.068 2 740 0.068 15:00 - 16:00 2 740 0.000 2 740 0.000 2 740 0.000 16:00 - 17:00 2 740 0.068 2 740 0.000 2 740 0.068 17:00 - 18:00 2 740 0.000 2 740 0.000 2 740 0.000 18:00 - 19:00 2 740 0.000 2 740 0.000 2 740 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.136 0.136 0.272

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.5.3 121018 B18.48 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 13/11/18 Page 7 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

TRIP RATE for Land Use 15 - VEHICLE SERVICES/A - VEHICLE REPAIR GARAGE (SLOW FIT) PSVS 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 2 740 0.000 2 740 0.000 2 740 0.000 08:00 - 09:00 2 740 0.068 2 740 0.000 2 740 0.068 09:00 - 10:00 2 740 0.068 2 740 0.135 2 740 0.203 10:00 - 11:00 2 740 0.000 2 740 0.000 2 740 0.000 11:00 - 12:00 2 740 0.000 2 740 0.000 2 740 0.000 12:00 - 13:00 2 740 0.000 2 740 0.000 2 740 0.000 13:00 - 14:00 2 740 0.000 2 740 0.000 2 740 0.000 14:00 - 15:00 2 740 0.068 2 740 0.068 2 740 0.136 15:00 - 16:00 2 740 0.000 2 740 0.000 2 740 0.000 16:00 - 17:00 2 740 0.000 2 740 0.000 2 740 0.000 17:00 - 18:00 2 740 0.000 2 740 0.000 2 740 0.000 18:00 - 19:00 2 740 0.000 2 740 0.000 2 740 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.204 0.203 0.407

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.6.1 290419 B19.08 Database right of TRICS Consortium Limited, 2019. All rights reserved Wednesday 22/05/19 Page 1 Lanmor Consulting Ltd 34 Tolworth Close Surbiton Licence No: 162301

Calculation Reference: AUDIT-162301-190522-0510 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : D - AFFORDABLE/LOCAL AUTHORITY FLATS VEHICLES

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days NT NOTTINGHAMSHIRE 1 days

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

Secondary Filtering selection:

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

Parameter: Number of dwellings Actual Range: 15 to 22 (units: ) Range Selected by User: 6 to 25 (units: )

Parking Spaces Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/11 to 19/10/15

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

Selected survey days: Tuesday 1 days Wednesday 1 days Thursday 1 days

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

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

Selected Locations: Suburban Area (PPS6 Out of Centre) 3

Selected Location Sub Categories: Residential Zone 3

Secondary Filtering selection:

Use Class: C 3 3 days

Secondary Filtering selection (Cont.):

Population within 1 mile: 15,001 to 20,000 1 days 25,001 to 50,000 1 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: 125,001 to 250,000 1 days 250,001 to 500,000 2 days

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

Car ownership within 5 miles: 0.6 to 1.0 3 days

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

Travel Plan: No 3 days

PTAL Rating: No PTAL Present 3 days

LIST OF SITES relevant to selection parameters

1 ES-03-D-06 FLATS & HOUSES EAST SUSSEX WELLINGTON ROAD BRIGHTON

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 5 Survey date: THURSDAY 16/10/14 Survey Type: MANUAL 2 LN-03-D-02 FLATS LINCOLNSHIRE ADDISON DRIVE LINCOLN

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 2 Survey date: WEDNESDAY 01/07/15 Survey Type: MANUAL 3 NT-03-D-02 BLOCK OF FLATS NOTTINGHAMSHIRE WATCOMBE ROAD NOTTINGHAM CARRINGTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 2 Survey date: TUESDAY 23/06/15 Survey Type: MANUAL

TRIP RATE for Land Use 03 - RESIDENTIAL/D - AFFORDABLE/LOCAL AUTHORITY FLATS VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 20 0.034 3 20 0.051 3 20 0.085 08:00 - 09:00 3 20 0.051 3 20 0.102 3 20 0.153 09:00 - 10:00 3 20 0.051 3 20 0.102 3 20 0.153 10:00 - 11:00 3 20 0.085 3 20 0.102 3 20 0.187 11:00 - 12:00 3 20 0.085 3 20 0.051 3 20 0.136 12:00 - 13:00 3 20 0.051 3 20 0.051 3 20 0.102 13:00 - 14:00 3 20 0.102 3 20 0.068 3 20 0.170 14:00 - 15:00 3 20 0.068 3 20 0.085 3 20 0.153 15:00 - 16:00 3 20 0.051 3 20 0.102 3 20 0.153 16:00 - 17:00 3 20 0.136 3 20 0.085 3 20 0.221 17:00 - 18:00 3 20 0.153 3 20 0.085 3 20 0.238 18:00 - 19:00 3 20 0.034 3 20 0.034 3 20 0.068 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.901 0.918 1.819

Parameter summary

Trip rate parameter range selected: 15 - 22 (units: ) Survey date date range: 01/01/11 - 19/10/15 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0