STONEBOND PROPERTIES LIMITED WARD HOMES

PROPOSED RESIDENTIAL DEVELOPMENT: HIGH HOUSE FARM, STAPLEFORD ABBOTTS

TRANSPORT STATEMENT

REPORT REF. 180652-01 PROJECT NO. 180652 FEBRUARY 2020

PROPOSED RESIDENTIAL DEVELOPMENT: HIGH HOUSE FARM, STAPLEFORD ABBOTTS

TRANSPORT STATEMENT

Ardent Consulting Engineers 3rd Floor The Hallmark Building 52-56 Leadenhall Street London EC3M 5JE Tel: 02076804088 [email protected]

REPORT REF. 180652-01 PROJECT NO. 180652 FEBRUARY 2020

HIGH HOUSE FARM, STAPLEFORD ABBOTTS 180652-01

TRANSPORT STATEMENT FEBRUARY 2020

CONTENTS Page

1.0 INTRODUCTION 1

2.0 EXISTING SITUATION 3

3.0 THE PROPOSED DEVELOPMENT 19

5.0 TRIP GENERATION 27

6.0 SUMMARY AND CONCLUSIONS 30

DRAWINGS

180652-001 Site Access and Visibility

APPENDICES

A 2011 Census Data

B Site Layout Plan

C Tracking Plan

D TRICS – Proposed Site Use

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DOCUMENT CONTROL SHEET

REV ISSUE PURPOSE AUTHOR CHECKED APPROVED DATE

- 1st Draft AA DV IW 26.02.2020

- Planning Issue AA DV IW 28.02.2020

DISTRIBUTION

This Transport Statement has been prepared for the exclusive use of Stonebond Properties Limited. It should not be reproduced in whole or in part, or relied upon by third parties, without the express written authority of Ardent Consulting Engineers.

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1.0 INTRODUCTION

1.1 Ardent Consulting Engineers (ACE) has been appointed by Stonebond Properties Limited to prepare a Transport Statement (TS) to support the proposed residential development at High House Farm, Stapleford Road, Stapleford Abbotts, RM4 1EG.

1.2 This TS supports a detailed full planning application for the construction of 20 residential units, associated car parking and amended access junction. This application has been prepared following a previous application that was refused for 27 residential units. Although the previous application was refused, no objection was received from Essex County Council (ECC).

1.3 The planning application for the proposed development scheme is submitted to Epping Forest District Council (EFDC) as the local planning authority. ECC is the local highway authority.

1.4 This TS has been prepared in accordance with guidance on the preparation of such documents published by the Department for Transport (DfT) in 2007. Although this guidance was withdrawn in October 2014, the document along with gov.uk guidance on Travel Plans, Transport Assessments and Statements (Published March 2014) has been used to formulate this TS.

1.5 In addition, the guidance set out in the National Planning Policy Framework (NPPF) and National Planning Practice Guidance (NPPG) documents has influenced the preparation of this document.

1.6 Following this introduction, the remainder of this report is structured as follows:

• Section 2.0 describes the existing situation, including proximity of the site to pedestrian and cycle facilities and accessibility by public transport;

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• Section 3.0 outlines the proposed development scheme;

• Section 4.0 considers the transport and land use planning policy context;

• Section 5.0 sets out the predicted trip generation of the residential development; and

• Section 6.0 provides a summary and sets out the conclusions.

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2.0 EXISTING SITUATION

Site Location

2.1 The application site is located north of the village of Stapleford Abbotts, approximately 2.4km south-west of the M25. The site location is as shown at Plate 1.

SITE

Plate 1: Site Location (Street Map)

2.2 The site boundary is formed by: agricultural land to the north, west and south; and the B175 Stapleford Road to the east.

2.3 The local land use environment is principally formed of agricultural land, but with Stapleford Abbotts a short distance south of the site.

The Site

2.4 An aerial view of the site is shown at Plate 2. It comprises an area of circa 1.8 hectares and includes the existing residential property and associated farm land.

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Plate 2: Aerial View of Site (Source: Google Maps)

2.5 Vehicular access and egress to the site is currently available from a single point on Stapleford Road. The access is operational and, therefore, already attracts a number of vehicle turning movements throughout the day.

2.6 The access point is from an existing position on the site’s eastern boundary (see Plate 3). The access road for the farm runs through the site on an east-west axis from Stapleford Road and past the front the residential property within the site boundary.

2.7 The access point is formed by a simple priority ‘T’ junction arrangement. Although not currently a formal junction designed to standards, it is considered a safe access point.

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Plate 3: Site Access from existing lane (Source: Google Maps)

Local Highway Network

B175 Stapleford Road

2.8 The B175 Stapleford Road runs to the east of the site, as a single carriageway road approximately 7.8m wide. The carriageway is principally formed of two running lanes.

2.9 The carriageway is subject to a 50mph speed limit along the site frontage. Approximately 110m north of the existing site access, the speed limit reduces to 40mph. Further south, the speed reduces to 30mph as it enters the built-up area of Stapleford Abbotts.

2.10 There is a footway provided on the western side of the carriageway that provides access on foot to both the north and south, connecting to bus stops and existing settlements in the area (see Plate 4).

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Plate 4: B175 Stapleford Road (Source: Google Maps)

2.11 Direct residential accesses are provided from both sides of the carriageway within the built up areas, and a variety of farm and residential access points outside of the urban environment. The carriageway is also used as a bus route.

2.12 Just north of the site boundary, there is a layby used for parking.

2.13 At the northern end of the B175 Stapleford Road, the road connects with Ongar Road, London Road and Albyns Lane at a 4-arm roundabout junction.

2.14 At the southern end of the B175 Stapleford Road, the road continues and becomes the B175 Oak Hill Road.

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Gutteridge Lane

2.15 Stapleford Road connects to Gutteridge Lane around 60m north of the existing access junction and 120m south of the existing access junction. Gutteridge Lane is a single carriageway loop road, approximately 6.5m wide for the first 120m (see Plate 5). The lane then narrows significantly.

Plate 5: Gutteridge Lane (Source: Google Maps)

2.16 Direct residential and commercial accesses are provided from both sides of the carriageway. From on-site observations it is considered that Gutteridge Lane is lightly trafficked.

2.17 Both access points with Stapleford Road are simple priority junction arrangements, where Gutteridge Lane is the minor arm.

Hook Lane

2.18 Around 650m north of the site, Hook Lane joins Stapleford Road as a priority T-junction. It is a single carriageway road approximately

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4.6m wide and subject is to a 60mph speed limit along its length (see Plate 6).

Plate 6: Hook Lane (Source: Google Maps)

2.19 Direct residential accesses are provided from both sides of the carriageway.

2.20 At the eastern end of Hook Lane, the road meets the B175 Stapleford Road at a simple priority T-junction arrangement, where Hook Lane is the minor arm.

2.21 At the western end of Hook Lane, the road meets the Manor Road and Bournebridge Lane at a simple priority T-junction arrangement, where the Hook Lane is again the minor arm.

B175 Oak Hill Road

2.22 Within the centre of Stapleford Abbotts the B175 Stapleford Road becomes Oak Hill Road which is a single carriageway road approximately 6.5m wide. The carriageway is principally formed of

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two running lanes with one good quality footway provided on the eastern side of the carriageway.

2.23 The carriageway is subject to a 30mph speed limit and is also used as a bus route (see Plate 7).

Plate 7: B175 Oak Hill Road (Source: Google Maps)

2.24 Direct residential accesses are provided from both sides of the carriageway.

2.25 At the south-western end of the B175 Oak Hill Road, the road continues and becomes the B175 North Road.

Bournebridge Lane

2.26 Bournebridge Lane is a single carriageway road approximately 5.2m wide with one good quality footway provided on the northern side of the carriageway (see Plate 8).

2.27 The carriageway is principally formed of two running lanes and subject to a 30mph speed limit.

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Plate 8: Bournebridge Lane (Source: Google Maps)

2.28 Direct residential accesses are provided from both sides of the carriageway.

2.29 At the northern end of Bournebridge Lane, the road meets the B175 Stapleford Road and Oak Hill Road at a simple priority T-junction arrangement, where the Bournebridge Lane is the minor arm.

2.30 At the western end of Bournebridge Lane, the road continues and becomes Manor Road.

2.31 In conclusion, the site has good access to the immediate highway network, and existing movements occur as part of the current site operation. The existing access junction is sub-standard to current design requirements, but operates safely.

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Planning History

2.32 The site has been an operational farm historically, but has also been subject to a number of planning applications in recent years.

2.33 An extant planning permission (Ref: EPF/1374/06) was commenced and is capable of being implemented. This consent was for 7 large (5-bedroom) houses on the existing farm building land.

2.34 Subsequently, an application was lodged (Ref: EPF/2708/18) for a development of 27 residential units. Ultimately, this scheme was refused, however the response from ECC Highways was positive and offered no objection on transport or highway grounds.

2.35 The current proposals contained herein offer a reduction in units over the most recent scheme, and therefore the same conclusions on transport and highway grounds are expected to be drawn.

Accident Review

2.36 The crashmap.co.uk website has been reviewed for the immediate area adjacent to the site to understand the general accident traits of the immediate highway network.

2.37 There is 1 accident which have been recorded in close proximity to the development site on the B175 Stapleford Road in the period spanning 2014 – 2018.

2.38 The accident is recorded as slight severity (see Plate 9).

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SITE

Plate 9: Accident Data (Source: Crashmap.co.uk)

2.39 It is considered that the immediate highway network does not have an accident problem, and that the proposed redevelopment of the site is not predicted to exacerbate the situation.

2011 Census Data

2.40 Both car ownership and travel to work data has been derived from the 2011 Census for the existing resident population of the area surrounding the site (Passingford ward), details of which are contained in Appendix A.

Car Ownership

2.41 The data shows a total average car ownership level of 2.09 cars per household in the area surrounding the site, and that 2% of local households do not own a car.

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Travel to Work

2.42 The data shows the following proportions of multi-modal trips based upon the journey to work travel data:

Table 2.1: Journey to Work Proportions (2011 Census data)

Mode of Travel Percentage of Residents (excluding working at home, other, unemployed)

Train (incl. Underground) 13.7% Bus 0.7% Taxi 0.6% Motorcycle 0.5% Car Driver 77.0% Car Passenger 3.4% Bicycle 0.4% Pedestrian 3.7%

Total 100%

2.43 The above table indicates that for the residential population the most popular method of travel is by car at 77%, followed by public transport at 13.7%.

Local Amenities and Facilities

2.44 The site is located on the edge of Stapleford Abbotts, which has some local education and leisure facilities to cater for the day-to-day needs of local residents.

2.45 The Chartered Institution of Highways and Transportation (CIHT) document ‘Providing for Journeys on Foot’ recommends suggested acceptable walking distances of between 500m (6 minutes, “Desirable”) and 2km (25 minutes, “Preferred Maximum”) for commuting and journeys to school.

2.46 The ‘Manual for Streets’ (MfS) identifies walkable neighbourhoods as being those typically characterised by having a range of facilities within an 800m (10 minute) walk distance, however not an upper

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limit, with walking offering the greatest potential to replace short car trips, particularly those under 2km.

2.47 Facilities within acceptable walking distances from the application site include:

• Leisure facilities (Stapleford Abbotts Village Hall, Brook Farm Training Centre, The Top Oak and The Rabbits Pub and Restaurant); and

• Education facilities (Stapleford Abbotts Primary Academy).

Walking and Cycling

2.48 The relatively low levels of traffic, and the rural/residential character surrounding the site is conducive to walking and cycling.

2.49 There are a total of 5 public rights of way footpaths in close proximity to the site (see Plate 10).

2.50 Footpath no. 22 runs through part of the site boundary. The footpath is just over 1km in length and provides a link from the B175 Stapleford Road to Bournebridge Lane. This footpath is considered within the design of the scheme (see Section 3 for further details).

2.51 Footpath no. 37 is located to the south of the site. The footpath is circa 200m in length and provides a link from the B175 Stapleford Road to footpath no. 21 and 22. Footpath no. 21 continues south to Bournebridge Lane.

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Plate 10: Public Right of Way (Source: Essex Highways)

2.52 Footpath no. 12 is located to the east of the site from Gutteridge Lane. The footpath is just under 2km in length and continues further east.

2.53 Footpath no. 14 is located to the east of the site also. The footpath is circa 500m in length and continues further to the south-east.

2.54 No formal cycle routes are present within the immediate vicinity of the site.

2.55 This existing pedestrian network offers the ability for residents to access local facilities and bus stops as part of an integrated journey with public transport.

Public Transport

Buses

2.56 The closest bus stops are located on the B175 Stapleford Road to the south of the application site within a 440m (5 minute) walk. A

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continuous footpath connects the site along Stapleford Road to the bus stops.

2.57 These stops are served by two services that provide access to Harlow (service 575), Passingford Bridge (service 375) and Romford (services 375 and 575).

2.58 Service no. 375 is operated by Arriva London North and service no. 575 is operated by Go Ahead London.

2.59 The route and frequencies of the above bus services during the weekday morning and evening peak periods are summarised in Table 2.2.

Table 2.2: Bus Services Available

Daytime Frequency Service and Route Weekdays Saturday Sunday

375 Passingford Bridge - Stapleford Abbotts - Every 90 Every 90 - Collier Row - Romford mins mins

575 Romford - Abridge - Debden - Loughton - One each - - Epping - Harlow way per day

2.60 Service no. 375 can be boarded from the stops on the B175 Stapleford Road to allow connections to and from Romford station, offering real opportunities to travel by bus as a mode of travel.

Rail

2.61 Romford Station is the nearest mainline railway station located around 8.6km to the south of the site, around a 20-minute drive away. The station is managed by TfL Rail and follows the Great Eastern Main Line.

2.62 The bus service 375 identified previously stops at the station.

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2.63 Romford railway station has 137 covered cycle parking stands located on platforms 2 and 5.

2.64 In the morning peak period between 06:30 and 08:30 there are a total of 43 direct trains that connect to London Liverpool Street, Shenfield and Upminster.

2.65 In the evening peak between 16:30 and 18:30 there are a total of 44 direct trains that return to Romford station from London Liverpool Street, Shenfield and Upminster.

2.66 These services also call at stations including Brentwood, Chadwell Heath, Emerson Park, Forest Gate, Gidea Park, Goodmayes, Harold Wood, Ilford, Manor Park, Maryland, Seven Kings and Stratford (London).

2.67 In addition to the station at Romford, London Underground services on the Central Line can be accessed from the stations of Epping, Theydon Bois and Debden. These stations are all around a 10 – 15 minute drive from the proposed site.

2.68 Whilst no specific bus routes serve these locations (other than the once daily 575 service which stops at Debden), they offer residents the opportunity to use public transport on wider journeys.

Summary

2.69 The site is located within walking distance of local services such as a school, pub/restaurant, recreational grounds, village hall and training centre. The relatively low levels of traffic, and the rural/residential character surrounding the site is conducive to walking and cycling.

2.70 The site is accessible by all modes of transport and is well located to take advantage of sustainable travel opportunities.

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2.71 Its location on the edge of Stapleford Abbotts allows access to bus stops on Stapleford Road with a regular 90-minute frequency. Connections to pedestrian routes are available from the site, and it maximises the opportunities afforded it for travel by various modes.

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3.0 THE PROPOSED DEVELOPMENT

3.1 The proposed development is for 20 no. residential units and associated car parking, via the re-use of the existing access position onto Stapleford Road (with minor kerb modifications).

3.2 A copy of the proposed site plan is provided at Appendix B.

3.3 The following description is pertinent to the highways and transport aspects of the proposed development scheme.

Access

3.4 The existing priority T-junction access point onto Stapleford Road is to be improved to provide access to the development. The existing site has used the access point for many years, and the visibility from the site access is to standard.

3.5 Some minor modifications are proposed to the access kerblines to ensure that the access is designed to current Essex Design Guide (EDG) standards. Kerblines are proposed to be 10m radii at the junction bellmouth.

3.6 Visibility is achievable to standard with 2.4m x 160m splays provided in both directions from the access point. This accords with the 50mph speed limit as posted along the site frontage.

3.7 Some vegetation maintenance may be required in order to maintain these visibility splays, with the vegetation falling under the control of ECC as local highway authority).

3.8 Therefore, the access to the site by vehicular traffic is compliant with the appropriate DMRB and EDG visibility standards.

3.9 ACE drawing 180652-001 shows the proposed access and visibility splays.

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Internal Layout

3.10 The access road is to be a 5.5m wide carriageway with 2 no. 2m wide footways on either side along its initial 40m length.

3.11 Internally of the site, there is an access point to a private driveway approximately 20m upon entering the site. This area currently accommodates the existing High House Farm building. In this area 6 no. dwellings are proposed, with 3 no. provided along the private driveway, and 3 no. fronting onto the access road.

3.12 The site access road continues west, with a 5.5m wide carriageway and a single 2m wide footway (on the southern side of the carriageway) due to land ownership constraints and in order to offer enhanced landscaping of the access road. This is considered sufficient as there are no properties immediately fronting this section of road.

3.13 The existing public right of way cuts across the access road in a roughly north-south orientation around 115m into the site.

3.14 It is proposed that a tabled speed restraint feature is incorporated at this point in order to offer pedestrians using the public right of way step free access across the road. Other alternative traffic calming may be considered more appropriate here, however.

3.15 A plan showing suggested locations of traffic calming along the access road is provided at Appendix C.

3.16 Continuing along the access road the access drive enters a looped shared surface road, 6m in width, with 14 residential units fronting the public open space.

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Fire and Refuse Vehicle Access

3.17 The site has been designed in order to allow a fire tender to enter and exit the development in forward gear, whilst reversing less than 20m in any required manoeuvre.

3.18 A fire tender is able to get within 45m of the internal areas of all dwellings.

3.19 Refuse collection vehicles are able to collect waste from the kerbside, with all dwellings being within the combined standard 55m distance (20m refuse operative drag distance, and 35m resident carry distance).

3.20 A plan showing the tracking of fire access and refuse collection is provided at Appendix C.

Parking

3.21 Parking is to be provided in accordance with the 2009 ECC/EPOA standards. The Parking Standards Document (September 2009) requires a minimum parking provision for C3 residential use class of 1 space per dwelling with 1 bedrooms and 2 spaces per dwelling for 2+ bedrooms, plus 0.25 visitor spaces per dwelling.

3.22 In summary, it is proposed to provide parking to be compliant of the above standards. In addition, 5 no. visitor spaces are to be spread throughout the site which again accords with the ECC parking standards.

3.23 Parking spaces are provided to full ECC design standards of 2.9m x 5.5m, and garages are provided at 7m x 3m internal dimensions.

3.24 Electric charging points will be provided on site.

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3.25 Cycle parking will also be provided in accordance with the minimum standards with all cycles able to be stored within the plots.

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4.0 POLICY CONTEXT

Framework

4.1 Relevant policy guidance on transport and land use planning relating to new development is set out in the following documents: -

• National Planning Policy Framework (NPPF –2019);

• ECC/EPOA Parking Standards Design and Good Practice (2009); and

• Epping Forest District Development Plan

National Planning Policy Framework (2019)

4.2 Para 102 states that: Transport issues should be considered from the earliest stages of plan-making and development proposals, so that:

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

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

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

d) the environmental impacts of traffic and transport infrastructure can be identified, assessed and taken into account – including appropriate opportunities for mitigation and for net gains in environmental quality; and

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

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4.3 Para 103 states that: opportunities to maximise sustainable transport solutions will vary between urban and rural areas, and this should be taken into account in both plan-making and decision-making.

4.4 Para 108 states that: In assessing sites that may be allocated for development in plans, or specific applications for development, it should be ensured that:

a) Appropriate opportunities to promote sustainable transport modes can be – or have been – taken up, given the type of development and its location;

b) Safe and suitable access to the site can be achieved for all users; and

c) Any significant impacts from the development on the transport network (in terms of capacity and congestion), or on highway safety, can be cost effectively mitigated to an acceptable degree.

4.5 Para 109 confirms that: Development should only be prevented or refused on highway grounds if the residual cumulative impacts on the road network or road safety would be severe.

ECC/EPOA Vehicle Parking Standards

4.6 Adopted parking standards for Epping Forest District are the 2009 ECC/EPOA Parking Standards: Design and Good Practice.

4.7 The standards stipulate a minimum of 1 car parking space for each one-bedroom dwelling and 2 spaces for each dwelling with two or more bedrooms, plus at least 1 visitor space per 4 dwellings.

Epping Forest District Development Plan

4.8 The current Epping Forest District Development Plan comprises the Adopted 1998 Local Plan and the Adopted 2006 Local Plan Alterations. EFDC is currently working to produce a new Local Plan,

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which will set out the plans and policies that will guide development in Epping Forest district for the next 20 years.

4.9 Adopted Policy ST1 – Location of Development states that: New development will be located in places that encourage walking, cycling and the use of public transport (including the provision of additional services and infrastructure). The Council expects new development to satisfy the following criteria:

(iii) housing will principally be located in existing urban areas, and make the best use of land which is, or could be, highly accessible to public transport or close to services and employment opportunities.

4.10 In rural areas, for development which has transport implications, preference will be given to locations with access to regular public transport services and containing basic shops and other facilities. Proposals that are not in accordance with this policy and where their location is considered to be unsustainable will be refused. Legal agreements may be used to secure the provision of new or additional public transport services and facilities.

4.11 Policy ST2 – Accessibility of Development states that: New development must be designed to provide safe, pleasant and convenient access for pedestrians and cyclists, including where appropriate, integrated transport choices and practical links with adjoining public rights of way and cycleway networks.

Summary

4.12 With reference to the trip generation presented in Section 5.0, the residual cumulative transport impact of the development is not severe and so should not be refused on these grounds in accordance with NPPF paragraph 109.

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4.13 The proposed level of parking for cars and cycles is to be provided in accordance with adopted standards.

4.14 In view of the above, it is clear that the principle of the proposed residential development on this site is compliant with current policy guidance on transport and land use planning at national, regional and local levels.

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5.0 TRIP GENERATION

5.1 The proposed residential development is for 20 residential dwellings.

5.2 A comparison has been made between the vehicle trip attraction of the existing site use and the trip generation of the proposed residential scheme.

5.3 Whilst there is an existing farm accessed from the site, for robustness we have not taken account of vehicle trips associated with the existing site use. In reality, it would be expected that a small number of farm vehicles (often large in size and slow moving) would utilise the access, along with residents of the High House Farm property. Nor has any allowance been made of the extant planning permission for 7 no. residential units.

5.4 In order to understand the impacts of the development, the TRICS database has been used to derive suitable trip rates for the proposed scheme.

5.5 Table 5.1 sets out the all person trip rates used and the resultant weekday peak hour trip generation of the proposed residential scheme, providing details on the predicted change in movements during the key AM and PM weekday peak hours (based on traditional network peak hours).

5.6 The proposed development weekday trips rates were selected using the following criteria:

• All regions excluding Greater London, Ireland, Scotland and Wales;

• Edge of Town and Suburban Area locations;

• Number of units between 6 and 50 dwellings;

• Houses Privately Owned selected; and

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• Trip rate based upon number of units.

5.7 The TRICS output for the proposed development is contained at Appendix D.

Table 5.1: Weekday peak hour trip rates (source: TRICS)

Trip Rates Trips (20 units) Period and mode In Out 2-way In Out 2-way

Weekday AM peak hour (08:00-09:00)

People (per dwelling) 0.189 0.918 1.107 4 18 22

Weekday PM peak hour (17:00-18:00)

People (per dwelling) 0.648 0.378 1.026 13 8 21

5.8 The mode of travel for the site has been determined from the “Travel to Work” dataset provided within the 2011 Census database for the area within which the site falls (see Appendix A and Table 2.1).

5.9 The modal share has been applied to the forecast person trips identified at Table 5.1. The resulting residential trip generation by mode is shown at Table 5.2.

Table 5.2: Predicted Peak Hour trips of Existing Site by Mode

Weekday AM Peak Hour Weekday PM Peak Hour Mode Share In Out 2-way In Out 2-way

Car Driver 77.0% 3 14 17 10 6 16 Car Passenger 3.4% 0 1 1 1 0 1 Rail 13.7% 1 2 3 2 1 3 Bus 0.7% 0 0 0 0 0 0 Motorcycle 0.5% 0 0 0 0 0 0 Bicycle 0.4% 0 0 0 0 0 0 Walk 3.7% 0 1 1 1 0 1 Other 0.6% 0 0 0 0 0 0

Total 100.0% 4 18 22 13 8 21

Note: any discrepancies are a result of rounding.

AA/jd29402/180652/Reports/180652-01 28 HIGH HOUSE FARM, STAPLEFORD ABBOTTS 180652-01

TRANSPORT STATEMENT FEBRUARY 2020

5.10 As shown in Table 5.2, the proposed residential site could be expected to attract 17 two-way vehicle movements in the weekday AM peak hour and 16 two-way vehicle movements in the weekday PM peak hour.

5.11 This is below the suggested “starting point” threshold for analysis as outlined in the DfT guidance. The level of development also falls below that required by ECC for analysis.

5.12 There is predicted to be a negligible change in traffic flows on the local highway network in the peak hours as a result of the proposed redevelopment of the site. The insignificant level of traffic predicted to be generated by the proposed development scheme would not result in any material highway or safety implications. This position is consistent with the previous application for 27 residential units which was considered appropriate by ECC Highways during the statutory consultation period.

AA/jd29402/180652/Reports/180652-01 29 HIGH HOUSE FARM, STAPLEFORD ABBOTTS 180652-01

TRANSPORT STATEMENT FEBRUARY 2020

6.0 SUMMARY AND CONCLUSIONS

6.1 Stonebond Properties Ltd has instructed Ardent Consulting Engineers to review the transport and highways implications of the proposed residential development at High House Farm, Stapleford Abbotts.

6.2 A planning application is to be submitted to Epping Forest District Council for 20 residential units, associated car parking and amended access junction.

6.3 The access point is proposed to be amended to provide it to current design standards, which is considered a betterment in terms of highway safety and access than the existing access arrangement.

6.4 Visibility from the proposed access complies with DMRB guidance of 2.4m x 160m in both directions as per the 50mph speed limit of the existing Stapleford Road. Some maintenance of the existing vegetation alongside the road (within highway ownership) will be required to provide the splays (as currently occurs).

6.5 The proposed level of parking for cars and cycles is to be provided in compliance with ECC Parking Standards.

6.6 The site has been designed to accord with Essex Design Guide principles. The PRoW that crosses the site access road is to be incorporated within the design of the scheme and maintained in its position.

6.7 Refuse collection is proposed from within the site, with refuse vehicles travel in forward gear around the site’s looped central road. all properties are within the maximum collection and drag distances prescribed.

6.8 Fire access can be achieved for all units, with a fire tender able to get within 45m of the internal parts of each unit.

AA/jd29402/180652/Reports/180652-01 30 HIGH HOUSE FARM, STAPLEFORD ABBOTTS 180652-01

TRANSPORT STATEMENT FEBRUARY 2020

6.9 It is forecast that there will be a negligible change in vehicle movements in the AM and PM weekday peaks, with car trips estimated below the 30 two-way movement threshold required for further analysis. The scale of the development is also below ECC requirements for further analysis.

6.10 Traffic changes as a result of the development proposals are expected to have insignificant impact on the surrounding highway network and no severe residual cumulative effects are expected (as per NPPF guidance).

6.11 The previous application for 27 units was deemed acceptable in highways and transport terms by ECC Highways, and the reduction in units to 20 residential properties is considered to also be acceptable due to the reduced scale of development.

6.12 Having fully considered highways and transport matters, it is considered that planning permission for the proposed development at the site should be granted.

AA/jd29402/180652/Reports/180652-01 31

Drawings

KEY:

EXTENT OF HIGHWAY BOUNDARY N TRANSCRIBED FROM ECC RECORDS

79.22 79.06 79.20 79.20 550140.000mE 550080.000mE 550100.000mE 550120.000mE

79.23 79.10

79.29 Grass 79.34 79.16 79.02 Grass 79.02 79.23 78.95 79.29 78.95 Asphalt 79.48

78.93 78.79 GG Private driveway 78.93 78.65 78.94 79.09 78.78 78.74 78.78 78.62 Arable fields 79.30 Grass

OHL 78.69 78.70 78.67 Grass 0.150Ø MH IL 78.34 CL 79.10 Catch pit WL 78.32 78.73 78.71 GG 0.100Ø 78.49 IL 78.35 0.150Ø IL 78.34 78.51 195480.000mN 79.66 78.72 195480.000mN 79.59 Pillar Private land 79.56 SI 78.42 79.58

Turnstile TP 79.43 Asphalt Embankment fades C/B 1.6h 79.65

78.15 78.03 Ash 10h 78.40 Long grass 78.15

79.67 78.10 79.47 78.08 78.22

79.49 79.41 Vegetation & Trees 8h

77.85

79.42 78.06

77.57 Extent of crops P/R 1.3h 77.43

77.66 77.83

77.84 Single white line 77.55 77.83

195460.000mN 195460.000mN

77.42 77.36 Single white line 79.09 77.55 77.44 77.28

78.94

Corn field

77.07

77.30 77.21 76.96 77.03 76.84

77.29

Asphalt

76.86 77.04 76.88 77.04 76.92

76.74 Stapleford Road

78.48

Asphalt 50mph 78.34 KO

76.84 76.55

76.44 76.24 76.36

195440.000mN 195440.000mN 76.41

Vegetation & Trees 8h 76.38 76.50 76.24

76.11

RS 77.66

77.60 76.21 76.20 76.19 Grass P/R 1.3h

Asphalt

75.84 75.71 75.60

75.72

75.67 75.61 75.75 Hawthorn 7h

76.77

76.77

195420.000mN 75.29 195420.000mN 75.12 75.67 75.67 75.01

F.Maple 8h 75.61

75.14 GG 75.07

Single white line 74.90

Extent of crops 75.04 74.85

75.75

75.31

75.82 2.4m X 160m VISIBILITY SPLAY Hawthorn 7h 74.46 74.33 Arable fields

74.43 Grass 550160.000mE 550180.000mE 550200.000mE 550220.000mE 74.36 74.49

75.10 75.09

Asphalt 195400.000mN

74.07 73.85 73.98

P/R 1.3h

GG 73.78

Hornbeam 6h GG 73.88 73.82

73.92 73.78 73.80 73.51 73.97 73.54

73.43

74.19

74.28

74.25 73.16

Corn field 73.03

73.41

74.22 72.76 73.23 Unable to survey Vegetation & Trees 8h 72.62 73.36

Asphalt

74.01 72.67 72.82 72.56 Grass 72.91 Gutteridge lane 73.62 72.49 Asphalt 50mph 195380.000mN 73.67 72.89 73.68

73.18 73.00

74.01 72.08 72.14

72.69 72.76 72.55 New native tree and hedge 72.28 72.38 72.51 screening to site boundary

74.26

74.31 73.20 72.50

72.37 74.01 72.42 Extent of crops 72.93 Long grass 74.39 74.42 72.98 H.Chestnut 9h New tree and hedge screening 72.49 Plots to eastern boundary Woodland 74.99 1&2

Public Right of Way 74.66 Single white line 74.35 RS 74.48 Paving 74.54

74.90 Long grass 72.02 GG 71.56 74.54 75.16 71.62 Scrub 1.5h 195360.000mN 71.51

72.51 74.45 72.16

72.47 F.Maple 10h 71.58 72.40 71.71 71.82 73.57 Existing hedgerow

P/R 1.3h

75.07 Pool

74.49 Unable to survey KO 74.80 71.57 Scrub 1.5h 74.40 PROPOSED V. Asphalt Existing Footpath LANDSCAPE 74.52 BUFFER 74.52 71.54 Long grass 74.53 74.52 74.52 Paving 74.52 74.46 Plot 3 74.45 73.07 Unable to survey 74.19 71.89 Vegetation & Trees 8h Paving 71.96 71.13 73.04 74.47 Steps 74.33 Wall 1.1h 71.91

74.33 Steps ST02 72.96 ToW Ret.wall 74.09 72.95 MH 72.96 CL 72.95 Filled with soil 71.24 72.96 GG Paving DP 72.89 74.93 Ret.wall RE RL V. 70.69 74.55 78.13 74.63 73.06 73.05 2.4m X 160m VISIBILITY SPLAY 74.95 72.96 71.19 Brick stores 72.95 70.76 73.06 195340.000mN Brick outbuilding 72.98 75.37 70.86 74.49 (SHOWNDP TO TANGENT)Parapet level 71.40 74.53 75.67 71.38 72.94 70.70 Paving Step 72.88 74.52 70.49 74.95 Long grass 72.98 72.95 70.42 DP 72.93 74.46 76.56 74.45 Oil tank 73.03 Brick 2 storey dwelling RL 73.01 81.76 72.91 73.00 Step Parapet level DP/DR DP 71.40 71.34 76.23 73.02 Concrete C/L 1h Ret.wall 73.00 MH 74.45 CL 72.94

Approx. extent of concrete of extent Approx. 74.38 Filled with soil 74.62 72.99 V. Concrete 71.06 Embankment fades 73.03 DP/DR Paving R10.00m Grass 75.14 EL 74.72 72.95 73.15 78.31 70.27 72.97 PO Plot 4 74.36 73.05 Canopy 0.070Ø PlotDR 5 IL 72.72 Step 76 74.43 P/R 1.3h 73.11 72.83 71.01 73.11 73.06 70.07 Plot 6 0.100Ø 70.17 74.16 MH IL 72.63 Concrete CL 73.06 72.68 74.13 Corn field 72.12 71.32 71.08 70.01

Extent of crops 72.99 72.86 Asphalt 72.96 72.88 70.20 76.11 70.05 69.80 73.05

Line of Cypress 12h 69.68

Extent of crops 72.40 70.21 72.93 70.07 73.07 73.04 Grass 0.100Ø 71.42 69.82 Existing Site 0.100Ø IL 72.45 ToW IL 72.49 74.53 73.12 70.38 74.18 74.42 Single white line 73.04 MH Step Unable to survey 71.80 Unable to survey Entrance Retained 74.83 ToW CL 72.98 Scrub 1.5h 74.16 74.26 Scrub 1.5h 70.95 GG Concrete 0.100Ø 70.48 70.27 EP 72.98 IL 72.41 195320.000mN 75 73.95 71.08 70.32 Asphalt 73.94 74.11 72.35 71.05 73.95 PO 72.95 P/R 1.1h 72.63 GG Ret.wall OHL 73.10 69.39 71.10 76.20 71.23 70.07 Grass 69.65 70.12 71.86 69.75

74.36 71.97 70.14 73.11 73.06 R10.00m 75.11 Concrete P/R 1.1h 70.28 72.38 72.19 71.67 70.99 70.88 Pillar 69.39 Concrete Asphalt 69.33

Railing 1.1h 72.48 69.34 72.49 72.33 70.80 72.04 ST03 PO 69.42 GG Worn track 75.67 Concrete 72.67 72.45 69.29 69.21 72.73 LP 72.39 70.85 73.83 71.70 OHL 69.11 New tree planting 72.39 73.83 P/R 1.1h SV Grass Grass C/L 1h 72.75 71.53 along access drive 73.00 Brick kennel 73.14 74.40 74 72.99 Asphalt 72.02 73.95 73.14 72.33 P/W 1h 72.97 72.89 PO Concrete 70.22 remains 73.20 73.57 73.13 71.99 Unable to survey 73.19 72.69 71.84 Scrub 2h 73.47 ACCESSPROPOSED DRIVE SITE ACCESS 73.19 Pillar 73.51 OHL SY 73.78 Stapleford Road 68.96 OHL EP 72.57 PO Public Right of Way 73.77 73.46 70.25 74.52 73.48 73.10 69.76 EP Asphalt 50mph 71.43 75.85 74.00 73.71 SV chamber remains 72.98 Ash 13h 74.14 Grass 73.08 P/R 1.1h 69.67 73.12 71.43 69.65 73.93 Asphalt 73.52 71.47 71.29 69.47 71.30 70.31 P/R 1.2h OHL sag level 74.86 ST04 Unable to survey 69.13 Existing Tree 80.30 EXISTING VEGETATION74.31 TO BE Scrub 2h Extent of crops 74.55 73.39 Remains of 70.79 68.84 73.85 concrete 69.28 68.44 75.51 footings 68.38 75.29 Grass Asphalt REMOVED WITHIN VISIBILITY SPLAY 69.31 74.93 74.68 195300.000mN 74.24 Grass 73.90 72.92 68.52 69.28 69.28 72.57 71.43 71.00 68.41 75.24 75.02 71.11 P/R 1.2h 74.23 72.06 71.84 Footings 68.50 75.78 74.66 Unable to survey P/R 1.2h 71.12 Vegetation & Trees 8h

75.71 75.38 New tree and hedge Grass LP 74.59 Poplar 15h 71.77 Asphalt 75.62 72.66 74.71 73.11 planting along access 75.84 75.62 75.04 Asphalt 73.34 75.78 73.58 drive 69.85 73.15 75.36 P/R 1.3h 73 68.10 Existing Footpath 75.36 73.58 Woodland Poplar 16h 71.81 68.30 73.61 ST05 74.23 67.85 67.77

75.68 72.19 68.69 Grass 71.17 68.68 74.20 70.50 Long grass 67.93 Poplar 14h 75.42 68.40 67.83 P/R 1.2h 73.29 Unable to survey Gravel Dense vegetation 2-4h 72.76 72.66 71.33 73.93 73.00 72.45 75.65 71.30 Existing hedgerow Willow 8h 72.56 74.34 Dilapidated P/R Poplar 10h 69.40 67.67 73.46 72 Grass 74.93 Poplar 10h 72.50 Long grass 75.39 70.97 72.62 75.31 Poplar 10h 70.93 71.25 70.85 Hawthorn 6h 71.32 75.46 71.14 UK 4h Unable to survey 70.93 Dense vegetation 2-4h 195280.000mN 71.61 70.67

69.83 67.22 75.16 67.11 Unable to survey 73.39 Brambles 1-2h 70.92 Willow 14h 70.77 67.38 72.24 Asphalt 67.24 75 Brambles 2h 67.15 72.70 71.68 71.16 68.84 67.26 70.84 71.04 73.37 71.42 70.61 67.63 71 New Hedgerow

Public Right of Way of Right Public 71.96 70.95 71.11 67.65 73.43 67.65 Willow 12h 71.13 P/R 1.3h

71.09 70.77 Long grass 70.80 70.03 Unable to survey 71.04 Unable to survey Dense vegetation 2-4h 75.36 74.98 74.77 Dense reeds 2-3h GG Poplar 10h 66.67

70.91 71.09 Dense reeds 2-3h 70.98 66.77 69.24 66.67 Gravel 66.57 74.82 New tree and 70.21 GG 71.71 66.64 74 hedge screening74.16 70.90 68.18 66.73 66.63 70 to site boundary 71.45

70.97 Plot 20 Dense reeds 2-3h 71.57 70.97 70.84 66.95 73.72 70.86 70.32 66.98 69.44

66.50 550240.000mE 550260.000mE 550280.000mE 73.83 66.75 66.35

70.64 Grass 195260.000mN 70.94 69 71.10 74.43 69.60 68.44 Unable to survey 66.05 74.40 Unable to survey Dense vegetation 2-4h 67.49 65.94 Dense vegetation 2-4h Unable to survey 66.18 66.08 71.13 2.4m X 160m VISIBILITY SPLAY Vegetation & Trees 8h 71.16 73.04 71.10 Long grass

71.33 71.61 65.90 69.79 Unable to survey 68 71.19 71.23 Nettles & Brambles 1-2h 68.71 73.32 65.88 73 70.26 74.18 71.77 71.44 74.04 71.94 65.91 71.77 71.78 Asphalt Ash 8h 72.05 69.02 66.83 71.87 67.70 74.23 74.28 65.87 72.42 71.73 71.99 65.89 65.38 67 71.73 65.29 65.46 71.99 70.81 Gravel 69.35 Long grass 71.00 65.57 65.35

Ditch 72.77 65.45

71.42 68.08 65.35 71.45 Scrub 71.87 71.52 71.51 71.67 65.26 72.81 71.15 69.89 73.99 Long grass 66 195240.000mN 74.03 P/R 1.3h 68.49

71.38 P/W 1.1h remains 71.52 67.06 Asphalt Unable to survey Existing Access Point 66.07 Dense vegetation 4h 73.84 65.01

Poplar 12h 71.36 KO Poplar 12h 72 65.01 65.00 64.79 70.45 64.70 71.71 0.250Ø ST06 71.32 64.95 GG IL 63.24 64.67 72.10 71.36 69.00 MH Woodland CL 64.47 65.15 Unable to survey 64.71 Catch pit Poplar 12h Vegetation & Trees 8h OHL WL 62.90 70.62 Unable to survey EP Nettles & Brambles 1-2h 64.80 64.13 Concrete 67.56 64.92 71.76 64.08 71.33 71.25 0.250Ø GG IL 63.04 P/R 1.3h 64.55 Poplar 12h 72.19 0.500Ø 73.80 Gravel Oak 12h IL 62.93 70.80 Unable to survey 64.58 73.34 Audible connection 71.28 Vegetation & Trees 8h

General lione to ditch 69.55 65.30 64.53 73.04 68.05 64.62 71.96 Poplar 12h Pipe 0.125Ø 64.63 Poplar 12h IL 63.94 IL 0.25 64.45 66.59 65.53 62.75 71.70 64.08 72.52 72.70 72.61 70.03 72.70 64.21 72.25 64.40 EP 64.14 64.29 68.67 Ditch 72.37 71.83 Asphalt 72.59 Grass Unable to survey 70.19 64.40 64.16 64.33 64.27 63.97 Dense Vegetation & Brambles 3-4h Poplar 12h ST01 65.96 64.27 67.28 64.14 C/L 1.1h 63.74 63.45 DRAFT 72.13 Sycamore 11h 63.65 72.15 71.27 70.80 Dirt Track Poplar 12h 63.37 TP 70.87 70.38 69.16 195220.000mN 67.77 66.05 64.00 GutteridgeAsphalt 50mph lane

71.96 Poplar 12h 72.44 65.75 63.23 72.12 66.86 63.90 63.84 72.05 Long grass 71.24 PO (remains of fence) F.Maple 14h 69.61 64.18 64.17 63.54 65.94 Asphalt 63.53 70.73 63.99 63.68 68.35 Private land Poplar 10h 62.96 72.20 71.60 69.78 New Hedgerow 64.03 63.06 PO 63.66 Unable to survey 64.05 63.68 63.58 Dense vegetation 4h 70.28 70.62 63.65 Stapleford Road 67.90 63.86 Pipe 0.225Ø Private driveway 71.48 IL 70.13 63.95 70.93 Asphalt 50mph 70.65 64.01 70.47 68.86 63.05 63.14 69.96 SV SV 71.54 Unable to survey 70.98 Pipe 0.225Ø Vegetation & Trees 8h IL 69.91 70.56 Grass Long grass Public Right of Way 71.23 63.30 71.38 71.64 70.48 63.11 63.64 62.97 63.06 68.69 70.71 69.16 63.59 63.07 71.39 Asphalt Rev Description Drn Chk App Date 70.35 69.33 71 Ditch Woodland C/L 1.1h 63.14 71.52 62.95 68.72 71.30 63.21 63.06

69.15 68.28 63.17 62.86 CONSULTING 69.93 Ditch 69.51 GG 195200.000mN 62.56

70.14 68.59 63.16 Grass 70.32 ENGINEERS 70.75 70.89 70.60 GG ARDENT Out buildings 62.60 RL 73.14 62.37 62.27 62.38

69.76 Public Right of Way of Right Public Third Floor Dirt Track 70.63

62.41 FH The Hallmark Building 70.77 Unable to survey 69.43 Long grass Vegetation & Trees 8h MP 62.27 70.37 EL 71.25 62.39 62.37 52-56 Leadenhall Street

69.47 69.67 Unable to survey London 69.13 68.81 Vegetation & Trees 8h 70 RL 69.41 72.40 EC3M 5JE Ditch 70.17 69.63 69.26 70.16 61.83 69.87 61.96 61.73

68.82 Tel: 020 7680 4088 68.82 69.88 69.24 61.60 68.60 Web: www.ardent-ce.co.uk Out buildings 68.83 68.61 68.44 70.19 68.50 195180.000mN E-mail: [email protected] 69.11 Grass 69.73

68.81 RL 75.00 abcdee 68.97 70 61.50 68.82 61.44 61.55 61.60 69.84 68.87 MH RLs to Main residence 69.74 CL 68.87 Client

68.92

69.19 68.61 68.82 RL 74.96

Concrete 61.20 69.37 60.92 61.03

69 Dirt Track STONEBOND PROPERTIES 69.73 69.27 68.41

69.26 Project Title: 69.11

68.28 Unable to survey Dense vegetation 4-6h 68.60 HIGH HOUSE FARM, 68.64

Long grass 68.87 67.94 STAPLEFORD ABBOTTS Long grass General lione to ditch 69.07

68.57 Drawing Title: 68.61

67.72

68 67.29 68.06 68.17 PROPOSED SITE ACCESS

68.25

68.39 A1 Scale Date Designed by 68.11 67.99

66.81 1:500 11.02.2020 AA Drawn by Checked by Approved by 67.52 67.12 Dirt Track

67.45 AA 67.66 DV IW

Unable to survey Reproduced from/based upon Ordnance Survey67.03 material with the permission of the Controller of Her 66.48 Dense vegetation 4-6h 65.86 65.53 67.73 Drawing Number Rev 67.61 Majesty's Stationary Office,67.35 Crown Copyright Reserved. License No. 100044561

Ditch 65.78 66.37 66.98 Unable to survey 66.56 - Dense vegetation 4-6h 65.69 65.35 180652-001 66.38 65.11 user name: alex ayres File Location: y:\ardent projects\180652 - high house farm, stapleford abbotts revised scheme\technical\acad\drawings\180652-001.dwg

Appendix A 2011 Census Data

Your Data - Nomis - Official Labour Market Statistics Page 1 of 1

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Hide nomis official labour market statistics

QS416EW - Car or van availability Edit query View data Change format

QS416EW - Car or van availability

ONS Crown Copyright Reserved [from Nomis on 16 March 2018] Population All households; All cars or vans Units Households Area Type 2011 wards Area Name E05004170 : Passingford Rural Urban Total

Cars 2011 All categories: Car or van availability 862 No cars or vans in household 38 1 car or van in household 236 2 cars or vans in household 339 3 cars or vans in household 153 4 or more cars or vans in household 96 sum of All cars or vans in the area 1,802

Warnings and notes:

In order to protect against disclosure of personal information, records have been swapped between different geographic areas. Some counts will be affected, particularly small counts at the lowest geographies

You createdhttps://www.nomisweb.co.uk/query/asv2htm.aspx this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com16/03/2018) Your Data - Nomis - Official Labour Market Statistics Page 1 of 1

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Hide nomis official labour market statistics

QS701EW - Method of travel to work Edit query View data Change format

QS701EW - Method of travel to work

ONS Crown Copyright Reserved [from Nomis on 16 March 2018] Population All usual residents aged 16 to 74 Units Persons Area Type 2011 wards Area Name E05004170 : Passingford Rural Urban Total

Method of Travel to Work 2011 All categories: Method of travel to work 1,696 Work mainly at or from home 127 Underground, metro, light rail, tram 111 Train 28 Bus, minibus or coach 7 Taxi 6 Motorcycle, scooter or moped 5 Driving a car or van 781 Passenger in a car or van 34 Bicycle 4 On foot 38 Other method of travel to work 10 Not in employment 545

Warnings and notes:

In order to protect against disclosure of personal information, records have been swapped between different geographic areas. Some counts will be affected, particularly small counts at the lowest geographies

You createdhttps://www.nomisweb.co.uk/query/asv2htm.aspx this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com16/03/2018)

Appendix B Site Layout

Appendix C Tracking Plan

VEHICLES USED:

9.8 N

1.308 3.45 1.35 Epping Forest Vehicle (3 axle) Overall Length 9.800m Overall Width 2.500m Overall Body Height 3.814m Min Body Ground Clearance 0.366m Track Width 2.450m Lock to lock time 4.00s Kerb to Kerb Turning Radius 9.500m

7.334

1.4 3.8 Fire Tender Overall Length 7.334m Overall Width 2.286m Overall Body Height 3.495m Min Body Ground Clearance 0.380m Track Width 2.286m Lock to lock time 5.00s Kerb to Kerb Turning Radius 8.000m

DRAFT

Plot 10 Plot 11

Plot 9

Plot 12

Plot 8 PROPOSED LOCATION OF RAISED TABLE - USED AS A TRAFFIC CALMING FEATURE

Public Right of Way

V. Plot 7 REFUSE VEHICLE SWEPT PATH

Plot 13 P.O.S. V.

ACCESS DRIVE

Plot 14

Cycles Public Right of Way of Right Public

REFUSE VEHICLE SWEPT PATH Cycles

Plot 11 Plot 20 A PROPOSED TRAFFIC CALMING UPDATED AA DV IW 27.02.2020 Plot 19 VIEWPORT 1 Plot 9 FIRE TENDER SWEPT PATH Rev Description Drn Chk App Date

Plot 18 Plot 15 CONSULTING Plot 17 ARDENT ENGINEERS Plot 16 Third Floor The Hallmark Building 52-56 Leadenhall Street Plot 8 London EC3M 5JE

Tel: 020 7680 4088 Web: www.ardent-ce.co.uk E-mail: [email protected] abcdee V. Plot 7 Client STONEBOND PROPERTIES P.O.S. V. Project Title: HIGH HOUSE FARM, ACCESS DRIVE STAPLEFORD ABBOTTS

Drawing Title: TRAFFIC CALMING & VEHICLE TRACKING A2 Scale Date Designed by 1:500 21.02.2020 AA

Drawn by Checked by Approved by Cycles AA DV IW

Reproduced from/based upon Ordnance Survey material with the permission of the Controller of Her Drawing Number Rev Majesty's Stationary Office, Crown Copyright Reserved. License No. 100044561 180652-002 A user name: alex ayres File Location: y:\ardent projects\180652 - high house farm, stapleford abbotts revised scheme\technical\acad\drawings\180652-002a.dwg

Appendix D TRICS – Proposed Site Use

TRICS 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 1 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

Filtering Summary

Land Use 03/A RESIDENTIAL/HOUSES PRIVATELY OWNED

Selected Trip Rate Calculation Parameter Range 6-50 DWELLS

Actual Trip Rate Calculation Parameter Range 9-48 DWELLS

Date Range Minimum: 01/01/09 Maximum: 10/05/17

Days of the week selected Monday 1 Tuesday 2 Wednesday 2 Thursday 2

Main Location Types selected Suburban Area (PPS6 Out of Centre) 7

Population <1 Mile ranges selected 1,001 to 5,000 1 5,001 to 10,000 1 15,001 to 20,000 1 20,001 to 25,000 2 25,001 to 50,000 2

Population <5 Mile ranges selected 25,001 to 50,000 1 100,001 to 125,000 1 125,001 to 250,000 5

Car Ownership <5 Mile ranges selected 1.1 to 1.5 7

PTAL Rating No PTAL Present 7 TRICS 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 2 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

Calculation Reference: AUDIT-437201-180305-0335 TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 02 SOUTH EAST HC HAMPSHIRE 1 days WS WEST SUSSEX 1 days 03 SOUTH WEST DV DEVON 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 2 days 08 NORTH WEST CH CHESHIRE 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: 9 to 48 (units: ) Range Selected by User: 6 to 50 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/09 to 10/05/17

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 Tuesday 2 days Wednesday 2 days Thursday 2 days

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

Selected survey types: Manual count 7 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) 7

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

Selected Location Sub Categories: Residential Zone 7

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: C 3 6 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 3 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

Secondary Filtering selection (Cont.):

Population within 1 mile: 1,001 to 5,000 1 days 5,001 to 10,000 1 days 15,001 to 20,000 1 days 20,001 to 25,000 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 100,001 to 125,000 1 days 125,001 to 250,000 5 days

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

Car ownership within 5 miles: 1.1 to 1.5 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: Yes 2 days 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 7 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 4 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

LIST OF SITES relevant to selection parameters

Site(1): CA-03-A-04 Site area: 0.48 hect Development Name: DETACHED Number of dwellings: 9 Location: PETERBOROUGH Housing density: 2 1 Postcode: PE3 6LQ Total Bedrooms: 3 5 Main Location Type: Suburban Area (PPS6 Out of Centre) Survey Date: 18/10/11 Sub-Location Type: Residential Zone Survey Day: Tuesday PTAL: n/a Parking Spaces: 22

Site(2): CA-03-A-05 Site area: 1.71 hect Development Name: DETACHED HOUSES Number of dwellings: 2 8 Location: PETERBOROUGH Housing density: 1 9 Postcode: PE1 4AW Total Bedrooms: 9 4 Main Location Type: Suburban Area (PPS6 Out of Centre) Survey Date: 17/10/16 Sub-Location Type: Residential Zone Survey Day: Monday PTAL: n/a Parking Spaces: 98

Site(3): CH-03-A-08 Site area: 0.48 hect Development Name: DETACHED Number of dwellings: 1 1 Location: CHESTER Housing density: 3 7 Postcode: CH3 5JZ Total Bedrooms: 4 4 Main Location Type: Suburban Area (PPS6 Out of Centre) Survey Date: 22/05/12 Sub-Location Type: Residential Zone Survey Day: Tuesday PTAL: n/a Parking Spaces: 52

Site(4): DV-03-A-01 Site area: 1.25 hect Development Name: TERRACED HOUSES Number of dwellings: 3 7 Location: TORQUAY Housing density: 5 3 Postcode: TQ1 3HR Total Bedrooms: 1 1 1 Main Location Type: Suburban Area (PPS6 Out of Centre) Survey Date: 30/09/15 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 103

Site(5): HC-03-A-17 Site area: 0.80 hect Development Name: HOUSES & FLATS Number of dwellings: 3 6 Location: LIPHOOK Housing density: Postcode: GU30 7TG Total Bedrooms: 1 3 0 Main Location Type: Suburban Area (PPS6 Out of Centre) Survey Date: 12/11/15 Sub-Location Type: Residential Zone Survey Day: Thursday PTAL: n/a Parking Spaces: 79

Site(6): WL-03-A-02 Site area: 1.16 hect Development Name: SEMI DETACHED Number of dwellings: 2 7 Location: SWINDON Housing density: 2 5 Postcode: SN2 7HT Total Bedrooms: 9 1 Main Location Type: Suburban Area (PPS6 Out of Centre) Survey Date: 22/09/16 Sub-Location Type: Residential Zone Survey Day: Thursday PTAL: n/a Parking Spaces: 122

Site(7): WS-03-A-05 Site area: 1.61 hect Development Name: TERRACED & FLATS Number of dwellings: 4 8 Location: SHOREHAM BY SEA Housing density: 5 0 Postcode: BN43 6TQ Total Bedrooms: 1 2 9 Main Location Type: Suburban Area (PPS6 Out of Centre) Survey Date: 18/04/12 Sub-Location Type: Residential Zone Survey Day: Wednesday PTAL: n/a Parking Spaces: 132 TRICS 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 5 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL 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 7 28 0.117 7 28 0.327 7 28 0.444 08:00 - 09:00 7 28 0.148 7 28 0.403 7 28 0.551 09:00 - 10:00 7 28 0.148 7 28 0.179 7 28 0.327 10:00 - 11:00 7 28 0.214 7 28 0.128 7 28 0.342 11:00 - 12:00 7 28 0.219 7 28 0.158 7 28 0.377 12:00 - 13:00 7 28 0.158 7 28 0.235 7 28 0.393 13:00 - 14:00 7 28 0.194 7 28 0.250 7 28 0.444 14:00 - 15:00 7 28 0.184 7 28 0.230 7 28 0.414 15:00 - 16:00 7 28 0.276 7 28 0.245 7 28 0.521 16:00 - 17:00 7 28 0.393 7 28 0.260 7 28 0.653 17:00 - 18:00 7 28 0.403 7 28 0.270 7 28 0.673 18:00 - 19:00 7 28 0.255 7 28 0.173 7 28 0.428 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.709 2.858 5.567

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 6 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 7 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL TAXIS 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 7 28 0.000 7 28 0.000 7 28 0.000 08:00 - 09:00 7 28 0.005 7 28 0.005 7 28 0.010 09:00 - 10:00 7 28 0.005 7 28 0.005 7 28 0.010 10:00 - 11:00 7 28 0.005 7 28 0.005 7 28 0.010 11:00 - 12:00 7 28 0.000 7 28 0.000 7 28 0.000 12:00 - 13:00 7 28 0.005 7 28 0.000 7 28 0.005 13:00 - 14:00 7 28 0.005 7 28 0.010 7 28 0.015 14:00 - 15:00 7 28 0.000 7 28 0.000 7 28 0.000 15:00 - 16:00 7 28 0.000 7 28 0.000 7 28 0.000 16:00 - 17:00 7 28 0.005 7 28 0.005 7 28 0.010 17:00 - 18:00 7 28 0.000 7 28 0.000 7 28 0.000 18:00 - 19:00 7 28 0.005 7 28 0.005 7 28 0.010 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.035 0.035 0.070

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 8 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 9 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL OGVS 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 7 28 0.000 7 28 0.000 7 28 0.000 08:00 - 09:00 7 28 0.015 7 28 0.010 7 28 0.025 09:00 - 10:00 7 28 0.000 7 28 0.005 7 28 0.005 10:00 - 11:00 7 28 0.005 7 28 0.005 7 28 0.010 11:00 - 12:00 7 28 0.010 7 28 0.005 7 28 0.015 12:00 - 13:00 7 28 0.000 7 28 0.005 7 28 0.005 13:00 - 14:00 7 28 0.005 7 28 0.005 7 28 0.010 14:00 - 15:00 7 28 0.000 7 28 0.000 7 28 0.000 15:00 - 16:00 7 28 0.000 7 28 0.000 7 28 0.000 16:00 - 17:00 7 28 0.000 7 28 0.000 7 28 0.000 17:00 - 18:00 7 28 0.000 7 28 0.000 7 28 0.000 18:00 - 19:00 7 28 0.000 7 28 0.000 7 28 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.035 0.035 0.070

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 10 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 11 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL PSVS 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 7 28 0.000 7 28 0.000 7 28 0.000 08:00 - 09:00 7 28 0.010 7 28 0.010 7 28 0.020 09:00 - 10:00 7 28 0.000 7 28 0.000 7 28 0.000 10:00 - 11:00 7 28 0.000 7 28 0.000 7 28 0.000 11:00 - 12:00 7 28 0.000 7 28 0.000 7 28 0.000 12:00 - 13:00 7 28 0.000 7 28 0.000 7 28 0.000 13:00 - 14:00 7 28 0.000 7 28 0.000 7 28 0.000 14:00 - 15:00 7 28 0.000 7 28 0.000 7 28 0.000 15:00 - 16:00 7 28 0.010 7 28 0.010 7 28 0.020 16:00 - 17:00 7 28 0.000 7 28 0.000 7 28 0.000 17:00 - 18:00 7 28 0.000 7 28 0.000 7 28 0.000 18:00 - 19:00 7 28 0.000 7 28 0.000 7 28 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.020 0.020 0.040

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 12 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 13 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 7 28 0.026 7 28 0.051 7 28 0.077 08:00 - 09:00 7 28 0.000 7 28 0.020 7 28 0.020 09:00 - 10:00 7 28 0.005 7 28 0.000 7 28 0.005 10:00 - 11:00 7 28 0.000 7 28 0.000 7 28 0.000 11:00 - 12:00 7 28 0.000 7 28 0.005 7 28 0.005 12:00 - 13:00 7 28 0.005 7 28 0.015 7 28 0.020 13:00 - 14:00 7 28 0.005 7 28 0.000 7 28 0.005 14:00 - 15:00 7 28 0.000 7 28 0.005 7 28 0.005 15:00 - 16:00 7 28 0.041 7 28 0.000 7 28 0.041 16:00 - 17:00 7 28 0.020 7 28 0.000 7 28 0.020 17:00 - 18:00 7 28 0.015 7 28 0.005 7 28 0.020 18:00 - 19:00 7 28 0.005 7 28 0.015 7 28 0.020 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.122 0.116 0.238

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 14 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 15 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL VEHICLE OCCUPANTS 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 7 28 0.133 7 28 0.398 7 28 0.531 08:00 - 09:00 7 28 0.153 7 28 0.612 7 28 0.765 09:00 - 10:00 7 28 0.153 7 28 0.219 7 28 0.372 10:00 - 11:00 7 28 0.270 7 28 0.163 7 28 0.433 11:00 - 12:00 7 28 0.255 7 28 0.204 7 28 0.459 12:00 - 13:00 7 28 0.209 7 28 0.311 7 28 0.520 13:00 - 14:00 7 28 0.245 7 28 0.301 7 28 0.546 14:00 - 15:00 7 28 0.235 7 28 0.260 7 28 0.495 15:00 - 16:00 7 28 0.429 7 28 0.347 7 28 0.776 16:00 - 17:00 7 28 0.617 7 28 0.301 7 28 0.918 17:00 - 18:00 7 28 0.536 7 28 0.316 7 28 0.852 18:00 - 19:00 7 28 0.352 7 28 0.204 7 28 0.556 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 3.587 3.636 7.223

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 16 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 17 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 7 28 0.005 7 28 0.061 7 28 0.066 08:00 - 09:00 7 28 0.026 7 28 0.250 7 28 0.276 09:00 - 10:00 7 28 0.077 7 28 0.077 7 28 0.154 10:00 - 11:00 7 28 0.061 7 28 0.087 7 28 0.148 11:00 - 12:00 7 28 0.071 7 28 0.077 7 28 0.148 12:00 - 13:00 7 28 0.041 7 28 0.046 7 28 0.087 13:00 - 14:00 7 28 0.082 7 28 0.061 7 28 0.143 14:00 - 15:00 7 28 0.026 7 28 0.071 7 28 0.097 15:00 - 16:00 7 28 0.163 7 28 0.077 7 28 0.240 16:00 - 17:00 7 28 0.102 7 28 0.015 7 28 0.117 17:00 - 18:00 7 28 0.071 7 28 0.046 7 28 0.117 18:00 - 19:00 7 28 0.061 7 28 0.051 7 28 0.112 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.786 0.919 1.705

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 18 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 19 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL BUS/TRAM PASSENGERS 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 7 28 0.005 7 28 0.015 7 28 0.020 08:00 - 09:00 7 28 0.010 7 28 0.026 7 28 0.036 09:00 - 10:00 7 28 0.005 7 28 0.010 7 28 0.015 10:00 - 11:00 7 28 0.020 7 28 0.010 7 28 0.030 11:00 - 12:00 7 28 0.015 7 28 0.010 7 28 0.025 12:00 - 13:00 7 28 0.010 7 28 0.026 7 28 0.036 13:00 - 14:00 7 28 0.005 7 28 0.000 7 28 0.005 14:00 - 15:00 7 28 0.000 7 28 0.005 7 28 0.005 15:00 - 16:00 7 28 0.015 7 28 0.005 7 28 0.020 16:00 - 17:00 7 28 0.000 7 28 0.000 7 28 0.000 17:00 - 18:00 7 28 0.020 7 28 0.005 7 28 0.025 18:00 - 19:00 7 28 0.041 7 28 0.000 7 28 0.041 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.146 0.112 0.258

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 20 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 21 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL TOTAL RAIL PASSENGERS 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 7 28 0.000 7 28 0.026 7 28 0.026 08:00 - 09:00 7 28 0.000 7 28 0.000 7 28 0.000 09:00 - 10:00 7 28 0.000 7 28 0.000 7 28 0.000 10:00 - 11:00 7 28 0.000 7 28 0.000 7 28 0.000 11:00 - 12:00 7 28 0.000 7 28 0.000 7 28 0.000 12:00 - 13:00 7 28 0.000 7 28 0.000 7 28 0.000 13:00 - 14:00 7 28 0.005 7 28 0.000 7 28 0.005 14:00 - 15:00 7 28 0.000 7 28 0.000 7 28 0.000 15:00 - 16:00 7 28 0.000 7 28 0.000 7 28 0.000 16:00 - 17:00 7 28 0.000 7 28 0.000 7 28 0.000 17:00 - 18:00 7 28 0.005 7 28 0.005 7 28 0.010 18:00 - 19:00 7 28 0.005 7 28 0.000 7 28 0.005 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.015 0.031 0.046

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 22 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 23 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL COACH PASSENGERS 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 7 28 0.000 7 28 0.000 7 28 0.000 08:00 - 09:00 7 28 0.000 7 28 0.010 7 28 0.010 09:00 - 10:00 7 28 0.000 7 28 0.000 7 28 0.000 10:00 - 11:00 7 28 0.000 7 28 0.000 7 28 0.000 11:00 - 12:00 7 28 0.000 7 28 0.000 7 28 0.000 12:00 - 13:00 7 28 0.000 7 28 0.000 7 28 0.000 13:00 - 14:00 7 28 0.000 7 28 0.000 7 28 0.000 14:00 - 15:00 7 28 0.000 7 28 0.000 7 28 0.000 15:00 - 16:00 7 28 0.010 7 28 0.000 7 28 0.010 16:00 - 17:00 7 28 0.000 7 28 0.000 7 28 0.000 17:00 - 18:00 7 28 0.000 7 28 0.000 7 28 0.000 18:00 - 19:00 7 28 0.000 7 28 0.000 7 28 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.010 0.010 0.020

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 24 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 25 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 7 28 0.005 7 28 0.041 7 28 0.046 08:00 - 09:00 7 28 0.010 7 28 0.036 7 28 0.046 09:00 - 10:00 7 28 0.005 7 28 0.010 7 28 0.015 10:00 - 11:00 7 28 0.020 7 28 0.010 7 28 0.030 11:00 - 12:00 7 28 0.015 7 28 0.010 7 28 0.025 12:00 - 13:00 7 28 0.010 7 28 0.026 7 28 0.036 13:00 - 14:00 7 28 0.010 7 28 0.000 7 28 0.010 14:00 - 15:00 7 28 0.000 7 28 0.005 7 28 0.005 15:00 - 16:00 7 28 0.026 7 28 0.005 7 28 0.031 16:00 - 17:00 7 28 0.000 7 28 0.000 7 28 0.000 17:00 - 18:00 7 28 0.026 7 28 0.010 7 28 0.036 18:00 - 19:00 7 28 0.046 7 28 0.000 7 28 0.046 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.173 0.153 0.326

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 26 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 27 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 7 28 0.168 7 28 0.551 7 28 0.719 08:00 - 09:00 7 28 0.189 7 28 0.918 7 28 1.107 09:00 - 10:00 7 28 0.240 7 28 0.306 7 28 0.546 10:00 - 11:00 7 28 0.352 7 28 0.260 7 28 0.612 11:00 - 12:00 7 28 0.342 7 28 0.296 7 28 0.638 12:00 - 13:00 7 28 0.265 7 28 0.398 7 28 0.663 13:00 - 14:00 7 28 0.342 7 28 0.362 7 28 0.704 14:00 - 15:00 7 28 0.260 7 28 0.342 7 28 0.602 15:00 - 16:00 7 28 0.658 7 28 0.429 7 28 1.087 16:00 - 17:00 7 28 0.740 7 28 0.316 7 28 1.056 17:00 - 18:00 7 28 0.648 7 28 0.378 7 28 1.026 18:00 - 19:00 7 28 0.464 7 28 0.270 7 28 0.734 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.668 4.826 9.494

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 7.4.4 290118 B18.18 Database right of TRICS Consortium Limited, 2018. All rights reserved Monday 05/03/18 Page 28 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

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: 9 - 48 (units: ) Survey date date range: 01/01/09 - 10/05/17 Number of weekdays (Monday-Friday): 7 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.