STONEBOND PROPERTIES LIMITED WARD HOMES

HIGH HOUSE FARM, STAPLEFORD ABBOTTS

TRANSPORT STATEMENT

REPORT REF. 180650-03 PROJECT NO. 180650 SEPTEMBER 2018

PROPOSED RESIDENTIAL REDEVELOPMENT: 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. 180650-03 PROJECT NO. 180650 SEPTEMBER 2018

HIGH HOUSE FARM, STAPLEFORD ABBOTTS 180650-03

TRANSPORT STATEMENT SEPTEMBER 2018

CONTENTS Page

1.0 INTRODUCTION 1

2.0 EXISTING SITUATION 2

3.0 THE PROPOSED DEVELOPMENT 17

5.0 TRIP GENERATION 25

6.0 SUMMARY AND CONCLUSIONS 28

DRAWINGS

180650-004 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

REV ISSUE PURPOSE AUTHOR CHECKED APPROVED DATE

August - 1st Draft Client Issue AA SAF IW 2018

- Planning Issue AA SAF IW 21.09.18

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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 The site is located within the local planning authority of Epping Forest District Council (EFDC). Essex County Council (ECC) is the local highway authority.

1.3 This TS supports a full planning application for the construction of 27 residential units, associated car parking and amended access junction.

1.4 The TS has been prepared in accordance with planning practice guidance published by the Department for Communities and Local Government; namely Travel Plans, Transport Assessments and Statements (March 2014) and Transport evidence bases in plan making and decision taking (March 2015).

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

• Section 2.0 describes the existing situation;

• Section 3.0 outlines the proposed redevelopment scheme;

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

• Section 5.0 sets out the predicted trip generation of the 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 is currently available from a single point on Stapleford Road.

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.

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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 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.

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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 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.

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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.

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.

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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.

Accident Review

2.32 The local highway network has been reviewed to understand the existing accident rate.

2.33 The crashmap.co.uk website was reviewed to understand the accident history of the immediate highway network for the past 5 years (2012 – 2017).

2.34 There are two accidents which have been recorded in close proximity to the development. 1 accident is recorded as slight severity and the other is recorded as serious severity (see Plate 9).

SITE

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

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2.35 Both accidents occurred on the B175 Stapleford Road, approximately 130m south of the site.

2.36 It is considered that the immediate highway network does not have an accident problem, and that the proposed development is not predicted to exacerbate the situation.

2011 Census Data

2.37 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

2.38 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.

Travel to Work

2.39 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%

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Local Amenities and Facilities

2.40 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.

2.41 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.

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

Education

• Stapleford Abbotts Primary Academy – 650m (8/3 min) walk/cycle.

Leisure • Stapleford Abbotts Village Hall – 610m (8/3 min) walk/cycle; • Brook Farm Training Centre – 620m (8/3 min) walk/cycle; • The Top Oak – 1.5km (19/6 min) walk/cycle; and • The Rabbits Pub and Restaurant – 1.6km (20/7 min) walk/cycle.

2.43 It is clear that access to these facilities is within easy walking and cycling distance from the application site.

Walking and Cycling

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

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2.45 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).

2.46 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.

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

2.47 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.

2.48 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.

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

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2.50 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

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

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

2.53 Service 375 is operated by Arriva London North and service 575 is operated by Go Ahead London.

2.54 The services available from these stops during the weekday morning and evening peak periods is summarised as follows:

Table 2.1: Local Bus services

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

2.55 The 375 service can be boarded from the stops to allow connections to and from Romford station.

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Rail

2.56 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.

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

2.58 Romford railway station has 137 cycle parking spaces located on platforms 2 and 5.

2.59 In the morning peak period between 06:30 and 08:30 there are a total of 62 direct trains that connect to Gidea Park, London Liverpool Street, Shenfield and Upminster.

2.60 In the evening peak, a total of 65 services return to Romford station.

2.61 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.

2.62 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.

2.63 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

2.64 The site is accessible by all modes of transport. Its location on the edge of Stapleford Abbotts allows access to some local facilities as

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well as 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 27 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 Appendix B contains an architect’s site layout plan. The following description is pertinent to the highways and transport aspects of the proposed development scheme.

3.3 The proposed residential mix is as follows: -

• 2 x one-bed flats;

• 2 x two-bed houses;

• 16 x three-bed houses;

• 7 x four-bed houses.

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).

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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 180650-004 shows the proposed access and visibility splays.

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 7 no. dwellings are proposed.

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.

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.

3.15 Continuing along the access road the access drive enters a looped shared surface road, 6m in width, with 20 residential units fronting the public open space.

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Fire and Refuse Vehicle Access

3.16 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.

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

3.18 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).

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

Parking

3.20 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.

3.21 In summary, it is proposed to provide a total of 67 allocated car parking spaces on-plot for the 27 dwellings. In addition, 7 no. visitor spaces are to be spread throughout the site. A total of 74 car parking spaces are provided.

3.22 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.

3.23 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 – July 2018);

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

• Epping Forest District Development Plan

National Planning Policy Framework (2018)

4.2 Paragraph 103 states 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 Paragraph 104 suggests 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 Paragraph 108 goes on to say 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 Paragraph 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”.

4.6 Paragraph 110 suggests that applications for development should:

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

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

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

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

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

4.7 “All developments that will generate significant amounts of movement should be required to provide a travel plan, and the application should be supported by a transport statement or transport assessment so that the likely impacts of the proposal can be assessed” (paragraph 111).

ECC/EPOA Vehicle Parking Standards

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

4.9 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

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

4.11 Adopted Policy ST1 – Location of Development states that: New development will be located in places that encourage walking,

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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.

4.12 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.

4.13 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

4.14 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 para. 109.

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

4.16 In view of the above, it is clear that the principle of the proposed residential development on this site is compliant with current policy

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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 27 dwellings.

5.2 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.

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

5.4 Table 5.1 sets out the vehicle trip rates used and the resultant forecast weekday peak hour vehicle trip generation of the proposed residential scheme (based on traditional network peak hours).

5.5 The proposed residential development weekday trips rates were derived for all modes and total people 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 • Trip rate based upon number of units.

5.6 The trip rates are provided at Table 5.1.

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

Trip Rates Trips (27 units) Period and mode In Out 2-way In Out 2-way

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

People (per unit) 0.189 0.918 1.107 5 25 30

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

People (per unit) 0.648 0.378 1.026 18 10 28

5.7 The total people trips have then been applied to the Census data derived (as shown in Table 2.1) for the local area, with expected multi-modal trips illustrated in Table 5.2.

Table 5.2: Modal Trips (2011 Census data)

Mode of Travel AM Peak PM Peak

Arrivals Departures Arrivals Departures

Train (incl. Underground) 1 3 2 1

Bus 0 0 0 0

Taxi 0 0 0 0

Motorcycle 0 0 0 0

Car Driver 4 20 14 8

Car Passenger 0 1 1 0 Bicycle 0 0 0 0

Pedestrian 0 1 1 0

Total 5 25 18 10

Note – figures subject to rounding

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

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5.9 As shown in Table 5.2, it is predicted that there will be 24 two-way vehicle movements in the weekday AM peak and 22 two-way vehicle movements in the PM peak hours resulting from the development.

5.10 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.

5.11 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.

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TRANSPORT STATEMENT SEPTEMBER 2018

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 27 no. residential units and associated car parking and access.

6.3 The application proposes 27 no. properties of the following mix:

• 2 x one-bed flats;

• 2 x two-bed houses;

• 16 x three-bed houses;

• 7 x four-bed houses.

6.4 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.

6.5 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).

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

6.7 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.

AA/slh24468/180650-03/Reports 28

HIGH HOUSE FARM, STAPLEFORD ABBOTTS 180650-03

TRANSPORT STATEMENT SEPTEMBER 2018

6.8 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.

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

6.10 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.

6.11 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).

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

AA/slh24468/180650-03/Reports 29

Drawings

Dense Vegetation & Brambles 3-4h

Worn track Extent of crops of Extent

Unable to survey

Brambles 1-2h 70 Unable to survey 74.04 LP Long grass 75.36 user name: 75.65 75.78 71.52 ST05 75.84 76.20 Majesty's Stationary Office, Crown Copyright Reserved. License No. 100044561 Reproduced from/based upon Ordnance Survey material with the permission of Controller Her 75.46 75.78 73.80 75.68 Gravel 70.77 72.20 Grass 74.98 Public Right of Way Gravel dan vallance ST06 70.19 195420.000mN 195440.000mN 195460.000mN 195480.000mN 75.62 75.85

Poplar 10h Public Right of Way 73.99 69.73 75.39 75.16 Gravel 76.56 75.71 69.07 75.62 74.18 74.82 74.40 75.51 75.42 67.73 68.39 75.31 74.23 73.34 74.03 73.84 UK 4h 74.43

Gravel 75

hedge screening to site boundary 72.44 74.28 72.70 75.36 74.77 76.11 72.59

New tree and

A

P/R 1.2h Dirt Track 72.05 Nettles & Brambles 1-2h 75.36 71.38 N Unable to survey 70.75 70.17 69.84 73.04 75.38 Dirt Track 75.67 67.66 Asphalt 69.26 Public Right of Way 72.70 Public Right of Way Dirt Track 68.61 75.29

C OHL sag level 67.99 71.30 70.37 70.89 80.30 69.73 70.16 69.74 69.27 72.12

67.35 Dirt Track 76 69.11 72.37 74.93 71.64 74.16 550080.000mE 75.24 Nettles & Brambles 1-2h 68.87 Unable to survey 68.57 68.11 67.61 72.15

Grass

Long grass 68.25 74 Dilapidated P/R 72.61 Poplar 12h Extent of crops PO 71.96

GRASS MEADOW 73.83 REMOVED WITHIN VISIBILITY SPLAY 71.54 71.39 75.04 72.52 75.02 79.65 73.32 70.63 2.4m X 160m VISIBILITY SPLAY Corn field Private land 74.34 73.72 79.67 69.88 72.25 Poplar 12h 74.93 EXISTING VEGETATION TO BE 74.86 72.81

C/B 1.6h Corn field Poplar 14h 69.37 79.47 Poplar 16h 72.13 74.71 75.11 67.03 Private driveway Poplar 12h Long grass 71.48 74.20 Grass 79.34 Long grass Poplar 10h Poplar 10h 68.64 79.58 79.59 73.93 68.17 79.48 74.23 Turnstile 79.66 Grass

Poplar 10h 74.59

73.43 P/R 1.2h P/R 74.66 79.41 79.30 74.68 73.37 79.29 Pillar 79.56 Grass Poplar 15h IL 78.35 0.100Ø 79.43 CL 79.10 79.29 71.23

WL 78.32 Catch pit 79.09 Long grass TP

along access drive 79.23 New tree planting MH 73 73.39 75 79.23 73.04 Poplar 12h 79.16 Grass

LANDSCAPE Embankment fades

PROPOSED 72.19 79.49 Asphalt Long grass IL 78.34 0.150Ø Poplar 10h 78.94 71 79.42 79.10

Long grass BUFFER 74.55

70.60 550100.000mE Extent of crops of Extent SI

IL 78.34 0.150Ø 73.46 78.93 Ash 10h 78.93 75.37 79.20 Vegetation & Trees 8h Grass 72.70 78.73 72.77 69.87 Dense vegetation 4-6h 70 74.52 78.72 71.83 Unable to survey 75.14

Willow 12h

78.79 73.61 Dense vegetation 2-4h Brambles 2h 1.3h P/R 78.71 74.83 79.02 79.20 73.29 Poplar 12h Asphalt P/R 1.2h Unable to survey 71.60 P/R 1.2h 78.95 69.19 73.58 Hawthorn 6h 73.00 78.67 72.50 71.96

71.42 OHL 78.40 79.02 79.06 69 67.52 78.94 68.60 67.45 78.95 Asphalt 78.78 79.09 78.22 74.24 78.49 68.06 73.58 71.09 GG 78.70 74.23 79.22 74.31 78.06 78.78 78.08 Poplar 12h 70.95 78.69 72.10 77.83 70.92 71.14

68 77.83 70.80 screening to site boundary 77.84 Dense vegetation 2-4h 78.65 GG Dense vegetation 2-4h Unable to survey Poplar 12h 78.51 77.66 78.10 Unable to survey 78.62

70.93 New tree and hedge 70.93 78.42 70.86 74.40 77.55 Grass

71.70 OHL 70.98 78.34 74.14 78.74 70.94

B 78.48 70.84 71.24 70.32 72 EP OHL 77.44 Poplar 12h 69.63 74.53 78.15 Poplar 12h 71.10 ST04 77.30

68.92 72.42 Dense reeds 2-3h line white Single 73.34 Grass 74.36 71.94

Extent of crops 77.29 71.30 74.95 Ash 8h 74.00 70.97 78.03 77.21 Asphalt remains 74.72 Embankment fades 68.28 P/W 1h Dense vegetation 4h 71.77 71.77 71.87 75.07 Unable to survey 77.85

66.98 Line of Cypress 12h 77.42 73.93 70.97 73.85 71.19 71.10 71.99 74.93 73.90 77.04 71.13 SY 77.04 70.61 78.15 71.76 74.95

70.85 Gates 74.62 67.72 73.15 71.87 74.11

70.93 Pond 71.78 70.84 Willow 8h 76.84 74.52

74.53 77.60

71.73 77.66 76.92

71.71 71.23

71.73 67.12 Ditch Approx. extent of concrete Dense vegetation 4h 74.63 77.55

74.45

Unable to survey

Dense vegetation 2-4h 74 Vegetation & Trees 8h Trees & Vegetation 71.27 71.52 72.76 72.05 71.04 67.94 75.16 Unable to survey 74.49 73.95

74.43

74.16 71.99

Asphalt Concrete

71.38

71.32 74.18 74.45 74.46 P/R 1.3h P/R Arable fields 70.91

71.32 70.71

74.55 77.43 71.36 70.97 77.36

77.28

Step 71.67 General lione to ditch to lione General Corn field 74.38 70.14 73.77 Long grass Dense reeds 2-3h 74.36 71.52

76.88 550120.000mE 71.16 68.97 73

68.41

74.80 72.62 74.90 Dense vegetation 2-4h outbuilding Brick Pipe 0.225Ø 77.57 70.48 70.65 IL 69.91 Willow 14h 69.41 Unable to survey 70.90 73.78 70.28 73.71

72.66 Elec.

Sub 76.50

Concrete Scrub 1.5h 68.83 Stat. 76.20 71.51 73.11 tank Oil 74.99 Brick stores 77.07 77.03

71.11

74.66 69.67

74.47 Dense vegetation 4-6h line white Single

IL 70.13 Pipe 0.225Ø 76.19 76.38

Unable to survey Road Stapleford Ditch

76.77 76.77 P/W 1.1h remains 1.1h P/W 67.29 74.16 50mph Asphalt 69.24 71.13 Concrete 74.13 71.04

71.33

76.21 74.49 70.98 Asphalt 68.61 Ret.wall 76.86 Hawthorn 7h 68.44

70.62 71.36 Cycle 70.56 74.45 RS 76.41 74.42 ToW Paving Cycle 68.82 69.13 74.26 ToW Grass 73.05 73.06

Plot 5 76.84 73.52 73.94 73.95 Unable to survey 76.74 Dense reeds 2-3h 73.95 68.87 73.00 71.45 66.56 68.81 74.54

68.60 73.06 Plot 4 70.73 74.48 72.56

outfall into existing pond 73.48

Proposed surface water 68.82 71.28 74.40 73.03 73.39 68.50 73.12 73.83 73.01 76.96

71.42 Cycle Extent of crops

70.35 Step Concrete 70.87 73.83 crops of Extent 73.02 73.51 76.55

73.46

6 & 7 Plots Ret.wall DP CL 68.87 MH 73.05 69.47 68.82 72.92

75.82

73.11 72.98 72.24 DP F.Maple 8h F.Maple 76.44 GG 72.66 68.82 Plot 3 75.67 Concrete 71.25 71.61

74.33 74.53 73.03 68.61

66.81 69.76 73.57 Brick kennel Brick Paving 75.75 73.47 75.61

Ret.wall Paving 73.11 75.75 Long grass 71.71 76.24 72.45 73.14 Hawthorn 7h 75.67

Plot 2 71.96 70.80 73.20 76.24 Dense vegetation 4-6h 73.14 Concrete 75.61 KO Pool 71.44 74.52 Unable to survey 74.52

74.45 73.06

Cycle 76.11 Railing 1.1h Railing 74.33 Cycle 75.67 74.09 ToW 69.11 73.19 73.19 RE 72.96 73.13 73.07 PO 70.47 74.42

ACCESS DRIVE 74.54 76.36 DP Brick 2 storey dwelling Plot 1

planting along access 73.11 71.68 New tree and hedge Steps 74.31 Vegetation & Trees 8h 69.93 73.12 75.84 Steps 71.57 74.35 Concrete Unable to survey GG 73.04 72.89 75.31 72.57 74.39 DR 74.52 71.15 74.52 73.04 75.09 73.08 74.46 75.72

Canopy General lione to ditch to lione General CL 73.06 MH Cycle

Cycle SV chamber remains PO 73.10 74.52 72.95 73.05 75.10 72.99 74.26 75.60 72 75.14 75.04 78.13 RL Paving 73.15 75.07

72.98 IL 72.72 0.070Ø

drive

IL 72.63 0.100Ø GG 71.45

72.97

D 73.00 Long grass

71.33 OHL Asphalt P/R 1.3h P/R 70.80 74.19 73.06 75.71 Ret.wall 74.01 74.90 Long grass Grass 75.29 Step 72.96 78.31 71.00 EL P/R 1.1h Unable to survey 73.10 72.19 Ditch 72.96 DP Scrub 1.5h DP/DR MH

CL 72.98 550140.000mE

IL 72.49 0.100Ø 74.01 81.76 RL 71.16 Grass Paving 72.99

C/L 1h Parapet level 75.01 70.38 74.25 74.49 72.89 Out buildings Concrete LP 65.86 76.23 74.01 Unable to survey 74.85 Hornbeam 6h

IL 72.41 0.100Ø

0.100Ø IL 72.45 Paving 65.78 PROPOSED SITE ACCESS 72.98 74.28 74.22 75.12 74.36 Scrub 2h 72.06 EP 72.99 65.69 73.00 Filled with soil 72.95 CL 72.95

70.62 GRASS MEADOW 72.98 MH 73.57

65.53

74.19 72.96

DP/DR 71.61 line white Single 195420.000mN 72.93 70.81 195440.000mN 195460.000mN 195480.000mN 72.95 69.96

73.97 Ditch 69.43 72.73 68.81 72.75 65.35 Parapet level 72.93 72.57 72.69 CL 72.94 74.43 Filled with soil 65.11 72.95 72.97 69.26 73.92 MH

72.91

73.67

75.67 Asphalt Wall 1.1h Wall 73.04 73.07 PO 66.48 72.88 74.33 73.82 GG 72.67 Vegetation & Trees 8h 72.88 70.19 72.96 73.78 71.09 Unable to survey

69.51

72.86 O/H Power Cables To Be Diverted 73.68

72.95 66.37 70.45

Concrete 73.62 Asphalt C/L 1h C/L 74.07 72.94 Step 74.46 Long grass 71.81 72.40 66.38

72.63 Vis. 72.83 Woodlands Farm 72.49 72.68 70.03 72.35 70.64 73.88 72.39 73.20 72.45 72.38 73.36 73.85 69.78 73.80 71.84 71.77 73.78 GG 71.25 72.33 72.39 Pillar 73.23 72.33

71 Pillar Unable to survey 73.98 71.84 Vis. 71.47 Grass 72.48 Scrub 1.5h 71.99 73.18 71.43 70.26 73.51 72.98 Remains of footings concrete

P/R 1.1h 73.41

(0.06 Hect) 70.77 71.33 71.30

69.33 Vis. 69.61 72.93 Arable fields 72.76

PUBLIC 69.15 73.43 SWALE SPACE

OPEN 73.54 H.Chestnut 9h Long grass 72.69 71.25 EL 69.89 72.19 72.47 72.12 71.12 72.51 72.04

72.40 RL 550160.000mE 70.32 72.42

New Hedgerow 73.00 71.97 1.3h P/R 72.02 70.77 69.16 73.03 72.40 ST03 71.43 72.49 72.37 69.55 71.43 71.29 73.16 Footings 72.91 71.17 72.89 71.80 F.Maple 10h 71.11 Asphalt RS 71.86 72.16 Public Right of Way 69.79 72.82 71.91 71.96 72.50 71.70 70.21 71.67 72.62 69.16 72.67 71.89 70.67 71.82 72.55 72.76 69.35 72.51 71.53 72.56 71.42 71.71

New tree and hedge screening Vegetation & Trees 8h KO Unable to survey

to eastern boundary

70 70.79 71.00 Unable to survey

P/R 1.1h Scrub 1.5h 72.49 72.28 72.02

Long grass 69.60 OHL R10.00m 72.14 Gutteridge lane 70.03 71.40 68.86 71.32 72.38 Unable to survey 71.54 69.00 Asphalt 50mph Scrub 2h 72.08 68.72 68.69

P/R 1.1h 68.28

71.23 Single white line white Single 71.40 71.38

Out buildings 68.59

69.02 71.34 71.10

71.08 ROAD STAPLEFORD

71.57 70.50 70.99 1.3h P/R RLs to Main residence 71.24 71.08 PO 71.19 75.00 RL PO 68.67 70.95 73.14 RL 71.05 71.56 GG 70.88 70.85 69.44 71.01 70.86 71.58 Grass 71.06 74.96 RL 71.51 70.80 70.76 71.62 New Ponds for the

mitigation of Great Asphalt 71.13 70.31 Grass 68.49 Crested Newts 69.83 Ditch 70.25 70.48 550180.000mE 68.35

Existing hedgerow SV

Vegetation & Trees 8h 68.71 69

Existing Footpath 70.32 Unable to survey 70.38 70.28 Grass 70.27 Woodland 70.17 70.70

70.21 70.22 70.69 70.20 Long grass

68.05 70.07 69.85 Asphalt R10.00m 70.07 69.24 70.05 67.90 70.07 ST02 70.14 Asphalt 70.12

Proposed surface water

sewer with outfall to 70.01 existing ditch 70.42 2.4m X 160m VISIBILITY SPLAY 68.08 70.27 70.49

STAPLEFORD ROAD Single white line white Single 69.65 Grass (SHOWN TO TANGENT) 2.4m X 160m VISIBILITY SPLAY 67.77 69.75 69.76 69.40 69.65 69.67 68.44 69.42 67.56 69.82 69.28 69.47 69.33 69.31 69.34 69.28 69.29 GG 69.28 69.68

68 Ash 13h 68.84 69.80 Asphalt 67.70 69.13

69.39 Existing Site Entrance Retained 67.28 P/R 1.3h P/R Vegetation & Trees 8h Unable to survey 69.39 GG 68.68 68.84 66.86 67.06 68.69

68.18 550200.000mE 69.11 EP 68.96 68.50 69.21 68.40

68.41 Stapleford Road Stapleford Asphalt 50mph Asphalt 67.49 68.30 68.52

66.59 67 Asphalt 67.93 67.65 68.38

Long grass Existing Access Point 1.3h P/R 67.65 67.83 68.44 Grass 67.63

Existing Tree 66.05 F.Maple 14h 66.83 68.10 65.96 65.75 65.94 67.38 66.98 67.77 67.26 67.67 66.95 67.85 67.15

Existing Footpath 66.75 66.07 PO (remains of fence)

66

Existing hedgerow 67.24 65.53 66.73 550220.000mE Woodland Vegetation & Trees 8h 67.11 Unable to survey 66.63 66.64 GG 65.89 67.22 66.50 Asphalt (SHOWN TO TANGENT) 2.4m X 160m VISIBILITY SPLAY 65.30 Grass 66.77 65.87

New Hedgerow 65.91 66.18 66.67 GG Ditch Private land 66.57

66.08 P/R 1.3h P/R 65.88 Vegetation & Trees 8h 65.15 Unable to survey 66.67 66.35 Pipe 0.125Ø IL 63.94

Scrub 64.92 P/R 1.3h P/R 195280.000mN 195300.000mN 195320.000mN 195340.000mN 195360.000mN 195380.000mN 195400.000mN 65.26 64.53 65.57 65.90 65.45 65.94

64.08 65.35 Asphalt 65.00 Vegetation & Trees 8h 64.62 66.05 65.35 Unable to survey 64.63 64.40 IL 0.25 62.75 64.33 65.01 EP

64.95 C/L 1.1h C/L Asphalt 65.46 64.40 Oak 12h KO 64.80 64.27 65.29 550240.000mE 64.18 64.71 Private driveway 64.45 65.38 Sycamore 11h 64.55 Grass GG 65.01 64.17 64.05 TP

64.03 Audible connection 64.01 63.99 63.95 64.27 63.86 64.70 64.67 GG 64.16 64.58 SV SV 64.00 64.79 63.90 63.64 63.59 Asphalt

Asphalt

64.29 GUTTERIDGE LANE GUTTERIDGE C/L 1.1h C/L 63.66 IL 63.04

0.250Ø EP 64.13 63.65 64.14 63.68 OHL 64.08 IL 63.24

0.250Ø 64.14 Grass

IL 62.93 0.500Ø 63.21 63.16 63.58 CL 64.47 MH

WL 62.90 Catch pit Concrete 63.97 64.21 63.17

63.84

Stapleford Road Stapleford Asphalt 50mph Asphalt 63.68 65.8m 63.14 ST01 Woodland 63.65 63.54 63.06 63.53 63.74

62.95 550260.000mE 63.30 Grass Vegetation & Trees 8h 63.37 63.45 Unable to survey MP FH 63.11 62.39 62.60 GG 63.23 63.07

Gutteridge lane 63.05 62.86 62.96 62.37 62.97

Asphalt 50mph 63.14 62.27 63.06 63.06 62.41 62.56 GG 62.37 Grass 62.27 61.60 Cottage Rose 62.38 61.55 61.96 61.44 Woodland 61.73 61.50

61.60 550280.000mE 61.83 61.20 195180.000mN 195200.000mN 195220.000mN 195240.000mN 195260.000mN 60.92 61.03 File Location: Rev Drawing Number Drawn by A1 Scale Drawing Title: Project Title: Client A B KEY: E-mail: [email protected] EC3M 5JE London 52-56 Leadenhall Street Tel: 020 7680 4088 The Hallmark Building Third Floor Web: www.ardent-ce.co.uk ARDENT y:\ardent projects\180650 - high house farm, stapleford abbotts\technical\acad\drawings\180650-004b.dwg PROPOSED SITE ACCESS UPDATED PROPOSED SITE ACCESS UPDATED Description 1:500 STONEBOND PROPERTIES AA PROPOSED SITE ACCESS STAPLEFORD ABBOTTS HIGH HOUSE FARM, EXTENT OF HIGHWAY BOUNDARY TRANSCRIBED FROM ECC RECORDS Checked by Date 180650-004 DRAFT 30.08.18 DV ENGINEERS CONSULTING Drn AA AA Designed by Approved by abcdee Chk DV DV App IW IW IW AA 31.08.18 21.09.18 Date Rev B

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

74.31 73.20 72.50

72.37 74.01 72.42 VEHICLES USED: Extent of crops 72.93 Long grass 74.39 VIEWPORT 1 74.42 72.98 VIEWPORT74.26 2 H.Chestnut 9h 72.49 REFUSE VEHICLE SWEPT PATH Woodland REFUSE VEHICLE SWEPT PATH 74.99 73.20 72.50 9.8 74.66 Single white line SCALE 1:500 74.35 RS SCALE 1:250 74.48 Paving 74.54 72.37 74.90 Long grass 72.02 GG 71.56 74.54 74.01 72.42 75.16 71.62 Scrub 1.5h 71.51 74.39 72.93 72.51 N 74.45 72.16 72.98 H.Chestnut 9h 72.47 72.40 F.Maple 10h 71.58 71.71 71.82 73.57 72.49 P/R 1.3h Woodland

75.07 Pool

74.49 Unable to survey KO 74.80 71.57 Scrub 1.5h 74.40 Asphalt

Single white line 74.35 RS 74.52 77.78 1.308 3.45 1.35 74.52 77.85 71.54 Long grass 74.53 74.52 74.52 Paving 74.52 74.46 Long grass 72.02 GG 74.45 73.07 71.89 Unable to survey Epping Forest Vehicle (3 axle) 74.19 Unable to survey Vegetation & Trees 8h 71.56 Dense vegetation Paving 71.96 71.13 73.04 74.47 Steps Wall 1.1h 71.62 Overall Length 9.800m 77.81 74.33 71.91 75.75 Corn field 74.33 Steps ST02 71.51 76.15 72.96 Overall Width 2.500m ToW Ret.wall 74.09 72.95 MH 72.96 CL 72.95 Filled with soil 71.24 72.51 Overall Body Height 3.814m 77.45 72.96 GG Paving 72.16 75.76 77.71 DP 72.89 74.93 Ret.wall RE RL 70.69 75.97 74.55 78.13 74.63 73.06 73.05 Min Body Ground Clearance 0.366m 74.95 72.96 71.19 Scrub Extent of crops 77 Brick stores 72.95 70.76 Brick outbuilding 73.06 72.98 72.47 Track Width 2.450m 75.37 70.86 F.Maple 10h 71.58 74.49 DP Parapet level 71.40 72.40 74.53 75.67 71.38 71.71 77.56 72.94 Lock to lock time 4.00s 70.70 71.82 76.47 77.18 77.53 Paving Step 72.88 75.29 77.33 74.52 73.57 Extent of crops 74.95 70.49 72.98 72.95 Long grass 70.42 Kerb to Kerb Turning Radius 9.500m DP 72.93 73.37 74.46 74.52 P/R 1.3h 76.56 74.45 Oil tank 73.03 76.98 Brick 2 storey dwelling RL Worn track 73.01 81.76 72.91 73.00 Step DP Parapet level DP/DR 71.40 71.34 77.34 76.23 77.28 77.44 77.18 76.13 73.24 77.49 73.02 C/L 1h 75.47 76.60 Concrete KO Ret.wall 73.00 76.72 MH Unable to survey 74.45 71.41 CL 72.94 Embankment fades concrete of extent Approx. 74.38 Filled with soil 71.57 74.62 72.99 Embankment fades Concrete R10.00m 71.06 Scrub 1.5h Embankment fades 73.03 DP/DR Paving Grass 77.02 75.14 EL 74.72 72.95 73.15 78.31 70.27 77.27 72.97 PO 73.58 77.18 7.334 74.36 72.82 74.48 77.38 Canopy 0.070Ø 73.05 DR IL 72.72 Step Asphalt 76 74.43 P/R 1.3h Brambles 3h 73.11 72.83 71.01 73.11 70.07 77.19 73.06 74.16 0.100Ø 70.17 77.29 76.47 MH IL 72.63 Concrete CL 73.06 72.68 73.50 74.13 Corn field 72.12 71.32 76.69 71.08 70.01 72.86 72.68 Extent of crops 72.99 72.88 Asphalt 70.20 76.11 72.96 70.05 74.52 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 74.52 Grass Unable to survey 0.100Ø 71.42 69.82 76.98 0.100Ø IL 72.45 71.54 Dense Vegetation 3-5h ToW IL 72.49 74.53 70.38 74.18 74.42 73.12 Single white line 73.04 MH Step Unable to survey 71.80 Unable to survey 74.52 ToW CL 72.98 Scrub 1.5h 74.83 74.26 Scrub 1.5h 70.95 77.00 74.16 Paving GG 70.48 EP 77.06 Concrete 0.100Ø 70.27 72.98 IL 72.41 74.46 75 73.95 71.08 70.32 Asphalt 77.20 76.41 73.94 77.24 74.11 72.35 71.05 73.95 PO 73.07 72.95 P/R 1.1h 71.89 Unable to survey 72.63 GG 74.19 77.02 76.96 Ret.wall OHL 73.10 69.39 71.10 Vegetation & Trees 8h 76.20 Grass 71.23 70.07

Unable to survey 77.00 69.65 71.96 76.92 R10.00m Brambles 3h 71.86 70.12 71.13 76.99 69.75 1.4 3.8 77.07 74.36 73.11 73.06 71.97 70.14 73.04 75.11 Concrete P/R 1.1h 70.28 72.38 72.19 71.67 70.99 70.88 Wall 1.1h 76.36 Pillar 69.39 71.91 76.31 77.00 Concrete Asphalt 69.33

Railing 1.1h 72.48 69.34 72.49 72.33 70.80 72.04 ST03 PO 69.42 GG 77.03 Worn track 75.67 Concrete 72.67 72.45 69.29 69.21 LP 72.73 70.85 Fire Tender 76.68 72.39 Steps 73.83 71.70 OHL 69.11 ST02 72.39 76.94 73.83 SV Grass 72.96 76.87 P/R 1.1h Grass C/L 1h 71.53 76.73 72.75 Ret.wall Overall Length 7.334m 76.75 76.34 73.00 Brick kennel 73.14 72.95 MH 74.40 76.32 76.93 76.07 74 72.99 Asphalt 72.02 CL 72.95 Overall Width 2.286m 76.94 76.76 73.95 73.14 72.33 72.96 72.97 72.89 76.55 P/W 1h PO Concrete 70.22 Filled with soil 71.24 76.71 remains 73.20 73.57 73.13 Unable to survey Unable to survey Paving Overall Body Height 3.495m 71.99 Brambles 1-2h 73.19 72.69 71.84 Scrub 2h 72.89 76.76 70.69 76.28 76.88 73.47 RL Unable to survey 73.19 Pillar Min Body Ground Clearance 0.380m 73.51 Dense Vegetation 3-5h OHL SY 73.78 Stapleford Road 78.13 76.78 68.96 EP 72.57 PO OHL 73.77 73.46 70.25 76.65 74.52 73.48 73.10 69.76 72.96 76.33 Unable to survey EP Track Width 2.286m 76.66 Brambles 1-2h Asphalt 50mph 71.19 76.66 76.68 71.43 76.75 75.85 74.00 73.71 SV chamber remains 72.95 72.98 Ash 13h 76.50 74.14 Grass 73.08 69.67 70.76 Lock to lock time 5.00s P/R 1.1h 71.43 69.65 76.46 Asphalt 73.12 73.93 71.47 71.29 69.47 76.67 73.52 72.98 Unable to survey 71.30 70.31 Kerb to Kerb Turning Radius 8.000m 76.59 76.57 P/R 1.2h 70.86 Brambles 3h 76.30 76.34 OHL sag level 74.86 ST04 Unable to survey 69.13 DP 76.45 80.30 74.31 Scrub 2h Parapet level 71.40 Extent of crops 74.55 73.39 Remains of 70.79 68.84 concrete 69.28 76.52 76.51 73.85 68.44 75.67 76.58 75.51 footings 68.38 71.38 75.29 Grass Asphalt 72.94 69.31 70.70 76.36 74.93 76.31 74.68 EP 74.24 Grass 73.90 72.88 76.50 OHL 72.92 68.52 76.33 72.57 69.28 69.28 71.43 71.00 72.98 72.95 Long grass 76.16 75.02 68.41 76.31 Dilapidated P/R 1.2h 75.24 71.11 72.93 76.49 P/R 1.2h 74.23 72.06 71.84 Unable to survey 74.66 Footings Unable to survey 68.50 Brambles 3h 75.78 P/R 1.2h 71.12 Vegetation & Trees 8h 76.37 75.71 75.38 Brick 2 storey dwelling RL Concrete LP Grass 74.59 Poplar 15h 71.77 Asphalt 75.62 72.66 74.71 73.11 81.76 72.91 75.84 75.62 75.04 OHL Asphalt EP 75.84 73.34 75.78 73.58 Parapet level DP/DR Maple 8h 76.39 76.04 69.85 71.40 71.34 73.15 76.23 76.46 75.36 76.39 P/R 1.3h 76.45 75.96 73 68.10 75.36 73.58 Woodland Poplar 16h C/L 1h 71.81 68.30 76.46 73.61 ST05 74.23 67.85 73.00 Unable to survey 67.77 MH 76.34 76.08 Brambles 3h 76.42 76.19 75.68 72.19 68.69 CL 72.94 76.01 Grass 71.17 68.68 Unable to determine surface change further Unable to determine surface change further 74.20 70.50 Long grass Filled with soil 67.93 72.99 75.82 Poplar 14h 67.83 Step 75.42 68.40 71.06 Concrete 75.79 P/R 1.2h 73.29 75.91 Asphalt Unable to survey DP/DR Paving Grass Unable to survey Gravel Dense vegetation 2-4h 72.76 72.66 71.33 EL Brambles 3h Step continues flush to ground 75.69 76.05 75.95 76.01 73.93 75.89 Step continues flush with ground 73.00 72.95 Unable to survey 75.68 72.45 78.31 75.75 75.85 75.94 75.65 71.30 73.15 Dense Vegetation 3h 76.38 75.63 Willow 8h 72.56 72.97 Step 75.70 74.34 Dilapidated P/R Poplar 10h 67.67 PO 75.41 69.40 76.42 73.46 72 Step 75.45 75.78 76.03 Grass 76.38 74.93 75.69 75.95 76.03 Poplar 10h 72.50 Long grass Canopy 0.070Ø 75.38 75.80 75.39 70.97 Step Ramp DR IL 72.72 75.82 75.70 75.62 75.63 72.62 75.78 P/R 1.3h 75.50 75.62 Concrete 76.18 76.09 71.01 75.37 75.31 Poplar 10h 72.83 75.96 70.93 71.25 75.74 75.60 70.85 Concrete 76.21 Step 76.04 Hawthorn 6h 71.32 73.06 70.07 75.41 75.96 75.46 71.14 UK 4h Unable to survey 75.41 BU EP 0.100Ø BU 75.95 75.99 70.93 70.17 75.60 75.68 75.97 75.55 Dense vegetation 2-4h 70.67 IL 72.63 Step OHL 71.61 MH Concrete 75.71 76.04 75.98 Step continues flush with ground 75.98 75.70 CL 73.06 72.68 75.70 75.70 75.90 Concrete 75.59 69.83 67.22 Step 75.69 75.62 67.11 72.12 75.55 Concrete BU Unable to survey 75.16 71.32 75.93 Brambles 1-2h Unable to survey 73.39 Concrete Brambles 1-2h 70.92 75.74 75.73 Willow 14h 70.77 67.38 71.08 75.56 75.68 Asphalt MH - No Cover 75.90 72.24 67.24 75.37 75.49 75 74.82 75.61 Brambles 2h 67.15 72.86 75.64 72.70 71.68 72.99 75.51 71.16 68.84 67.26 75.49 Unable to survey 75.78 70.84 Asphalt 75.75 75.82 75.49 70.20 75.82 75.49 71.04 72.96 72.88 75.48 Dense Vegetation 3h 73.37 71.42 70.61 67.63 70.05 75.76 Step 71 75.53 75.48 71.96 75.48 75.79 70.95 75.94 71.11 67.65 Step 75.79 73.43 Pond 67.65 75.74 73.05 75.49 75.48 75.50 75.47 Willow 12h 71.13 Unable to survey P/R 1.3h 75.94 72.40 70.21 75.47 75.67 75.94 75.93 72.93 Brambles 3h Unable to survey 75.53 71.09 70.77 70.07 Concrete 75.56 Long grass 70.80 70.03 Dense Vegetations & Brambles 3h Unable to survey 71.04 Unable to survey 75.56 73.04 75.56 75.56 75.36 74.77 Dense vegetation 2-4h Dense reeds 2-3h GG 75.94 Step 74.98 Poplar 10h 66.67 0.100Ø Grass Ramp 75.59 71.42 75.52 75.68 75.73 75.38 75.54 75.95 Unable to survey 0.100Ø IL 72.45 75.56 75.22 70.91 Step continues flush with ground Brambles 1-2h 71.09 IL 72.49 75.95 Dense reeds 2-3h 75.53 Concrete 75.73 70.98 66.77 75.96 75.99 Gravel 69.24 75.34 75.66 75.40 66.57 70.38 74.82 70.21 73.04 71.80 Unable to survey 76.07 GG MH Step Unable to survey 75.85 71.71 66.64 75.52 75.55 75.57 76.05 75.58 Unable to survey 74 Step 75.15 74.16 68.18 CL 72.98 Scrub 1.5h 75.49 75.69 75.93 Brambles 1-2h 70.90 66.73 66.63 75.37 74.94 74.84 70 Scrub 1.5h 70.95 75.32 75.95 71.45 70.48 75.63 0.100Ø 70.27 75.31 75.34 75.37 TP 75.51 75.28 74.96 70.97 IL 72.41 Step 75.71 75.73 75.53 Dense reeds 2-3h 71.57 73.61 75.49 71.08 OHL 75.61 75.09 74.67 75.73 Concrete 70.32 Asphalt 75.78 75.11 74.96 70.97 75.39 BU 70.84 Step 66.95 71.05 73.54 BU 72.35 Step Step up 73.72 70.86 70.32 PO Concrete 74.75 66.98 76.02 69.44 66.50 72.95 P/R 1.1h 75.47 73.83 75.40 74.63 66.75 73.55 Concrete 74.65 72.63 75.66 75.66 75.96 Grass 70.64 OHL 73.10 75.36 71.10 70.94 70.07 75.33 69 Grass 71.23 75.18 71.10 75.93 75.35 74.43 69.60 68.44 74.65 Unable to survey 74.40 Brambles 3h 75.39 75.36 75.35 75.67 Unable to survey Dense vegetation 2-4h 67.49 70.12 75.36 75.86 75.89 71.86 75.41 Dense vegetation 2-4h Unable to survey 66.18 Step 66.08 Vegetation & Trees 8h 73.97 71.13 71.97 70.14 75.35 75.22 75.91 Concrete Concrete P/R 1.1h 70.28 75.35 72.19 70.88 Step 74.44 71.67 70.99 71.16 72.38 Long grass Pillar 75.32 73.04 71.10 Asphalt Step up Step continues flush with ground Concrete 75.10 75.39 71.33 72.48 72.49 75.31 74.55 74.52 71.61 72.49 75.08 69.79 72.33 70.80 75.29 68 73.56 73.57 75.27 Unable to survey 72.04 PO 75.24 74.55 71.19 71.23 ST03 BU Nettles & Brambles 1-2h 68.71 73.76 75.37 75.30 72.67 72.45 75.31 73.32 72.73 74.43 LP 72.39 70.85 73.33 Step contunes flush with ground 73 71.70 OHL 75.31 Rubble Pile 70.26 75.06 75.01 74.18 71.77 72.39 73.78 74.42 71.44 SV 73.42 74.95 74.04 P/R 1.1h Grass 71.94 65.91 OHL 74.95 C/L 1h 74.03 71.77 71.53 Asphalt 72.75 74.98 Ash 8h 71.78 EP 72.05 69.02 66.83 73.00 75.00 71.87 67.70 Concrete 73.36 74.97 74.80 74.23 74.28 65.87 74.94 71.73 71.99 75.00 72.42 65.89 73.91 74.10 67 74.91 74.32 71.73 72.99 Elec. Sub Station Asphalt 72.02 74.37 72.33 74.92 75.00 74.99 71.99 70.81 72.97 72.89 Gravel 69.35 74.89 Long grass 71.00 Concrete 74.95 70.22 Ditch Walls 2.4h74.86 74.73 74.58 72.77 74.98

74.35 71.99 Unable to survey 74.84 71.42 68.08 74.83 72.69 71.84 Scrub 2h 74.56 71.45 74.49 71.87 71.52 71.51 Step up 74.40 71.67 Brambles 3h 74.53 72.81 71.15 69.89 Pillar 74.30 SY 74.86 74.41 Concrete 73.99 Long grass 66 SY 74.03 74.37 68.49 73.44 73.92 71.38 74.76 P/W 1.1h remains EP 72.57 67.06 PO Unable to survey 71.52 73.84 66.07 70.25 73.81 74.76 Dense vegetation 4h 74.74 74.28 73.84 73.10

Poplar 12h 71.36 72 Concrete Poplar 12h 74.12 W/M 1.9h 70.45 74.14 71.71 71.43 ST06 71.32 SV chamber remains EP Elec. Sub Station 73.80 72.10 72.98 73.64 EP 71.36 69.00 73.08 73.98 74.22 74.23 Poplar 12h P/R 1.1h 71.43 70.62 Unable to survey 74.25 Nettles & Brambles 1-2h 71.29 67.56 71.47 71.76 Concrete 74.06 71.33 71.25 74.08 74.10 Poplar 12h 72.19 71.30 70.31 73.80 Gravel Unable to survey 70.80 73.95 73.34 73.94 71.28 Scrub 2h General lione to ditch 69.55 73.04 65.30 Unmade ground 73.76 74.00 74.07 68.05 74.00 71.96 Poplar 12h Remains of 70.79 Poplar 12h 74.04 73.94 concrete 73.68 65.53

Step 66.59 Ash 6h footings 73.99 71.70 72.52 74.01 72.70 72.61 70.03 74.01 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 74.26 VIEWPORT 3 H.Chestnut 9h VIEWPORT 4 72.49 Woodland FIRE TENDER SWEPT PATH 74.99 FIRE TENDER SWEPT PATH 74.66 73.20 72.50 Single white line 74.31 74.35 RS 74.48 Paving SCALE 1:500 74.54 SCALE 1:250 74.90 Long grass 72.02 GG 72.37 71.56 74.54 75.16 71.62 Scrub 1.5h 74.01 72.42 71.51

72.51 72.93 74.45 72.16 74.39 74.42 72.98 72.47 72.40 F.Maple 10h 71.58 H.Chestnut 9h 71.71 71.82 73.57 72.49 P/R 1.3h Woodland 75.07 Pool

74.49 Unable to survey KO 74.80 71.57 Scrub 1.5h 74.40 Asphalt

Single white line 74.35 74.52 77.78 RS 74.52 77.85 71.54 Long grass 74.54 74.53 74.52 74.52 Paving 74.52 74.46 74.45 73.07 71.89 Unable to survey Long grass GG 74.19 72.02 Unable to survey Vegetation & Trees 8h Dense vegetation Paving 71.96 71.56 71.13 73.04 74.47 Steps 77.81 74.33 Wall 1.1h 71.91 75.75 71.62 Corn field 74.33 Steps ST02 76.15 72.96 ToW Ret.wall 71.51 74.09 72.95 MH 72.96 CL 72.95 Filled with soil 71.24 77.45 72.96 GG Paving 72.51 75.76 77.71 DP 72.89 74.93 Ret.wall RE RL 70.69 72.16 75.97 74.55 78.13 74.63 73.05 74.95 73.06 72.96 71.19 Scrub Extent of crops 77 Brick stores 72.95 70.76

Brick outbuilding 73.06 72.98 70.86 75.37 74.49 72.47 DP Parapet level 71.40 F.Maple 10h 71.58 74.53 75.67 71.38 72.40 77.56 72.94 70.70 71.71 76.47 77.18 77.53 Paving Step 72.88 71.82 75.29 77.33 74.52 Extent of crops 74.95 70.49 72.98 72.95 Long grass 70.42 73.57 DP 72.93 73.37 74.46 74.52 76.56 74.45 Oil tank 73.03 P/R 1.3h 76.98 Brick 2 storey dwelling RL Worn track 73.01 81.76 72.91 73.00 Step DP Parapet level DP/DR 71.40 71.34 77.34 76.23 77.28 77.44 77.18 76.13 73.24 77.49 73.02 C/L 1h 75.47 76.60 Concrete Ret.wall 73.00 76.72 MH 74.45 KO 71.41 CL 72.94 Unable to survey Embankment fades concrete of extent Approx. 74.38 Filled with soil 74.62 72.99 Embankment fades Concrete R10.00m 71.06 71.57 Embankment fades 73.03 DP/DR Paving Grass 77.02 75.14 EL Scrub 1.5h 74.72 72.95 73.15 78.31 70.27 77.27 72.97 PO 73.58 77.18 74.36 72.82 74.48 77.38 Canopy 0.070Ø 73.05 DR IL 72.72 Step 76 74.43 P/R 1.3h Brambles 3h 73.11 72.83 71.01 Asphalt 73.11 70.07 77.19 73.06 74.16 0.100Ø 70.17 77.29 76.47 MH IL 72.63 Concrete CL 73.06 72.68 73.50 74.13 Corn field 72.12 71.32 76.69 71.08 70.01 72.86 72.68 Extent of crops 72.99 72.88 Asphalt 70.20 76.11 72.96 70.05 DRAFT 69.80 73.05 74.52

Line of Cypress 12h 69.68

Extent of crops 72.40 70.21 72.93 70.07 73.07 73.04 Grass Unable to survey 0.100Ø 71.42 69.82 74.52 76.98 0.100Ø IL 72.45 Dense Vegetation 3-5h ToW IL 72.49 71.54 74.53 70.38 74.18 74.42 73.12 Single white line 73.04 MH Step Unable to survey 71.80 Unable to survey ToW CL 72.98 Scrub 1.5h 74.83 74.26 Scrub 1.5h 70.95 74.52 77.00 74.16 GG 70.48 EP 77.06 Concrete 0.100Ø 70.27 72.98 IL 72.41 Paving 75 73.95 71.08 70.32 Asphalt 74.46 77.20 76.41 73.94 77.24 74.11 72.35 71.05 73.95 PO 72.95 P/R 1.1h 73.07 72.63 GG 71.89 Unable to survey 77.02 76.96 Ret.wall OHL 73.10 69.39 74.19 71.10 76.20 Grass 71.23 70.07 Vegetation & Trees 8h

Unable to survey 77.00 69.65 76.92 R10.00m 71.96 Brambles 3h 71.86 70.12 76.99 69.75 77.07 74.36 73.11 73.06 71.97 70.14 71.13 75.11 Concrete P/R 1.1h 70.28 73.04 72.38 72.19 71.67 70.99 70.88 Steps 76.36 Pillar 69.39 Wall 1.1h 76.31 77.00 Concrete Asphalt 69.33 71.91 Railing 1.1h 72.48 69.34 72.49 72.33 70.80 72.04 PO 69.42 GG Worn track 75.67 Concrete ST03 69.29 69.21 77.03 72.73 72.67 72.45 76.68 LP 72.39 70.85 73.83 71.70 OHL 69.11 72.39 Grass Steps 76.94 73.83 P/R 1.1h SV Grass 76.87 C/L 1h 72.75 71.53 72.96 76.75 76.73 76.34 73.00 Ret.wall Brick kennel 73.14 74.40 76.32 72.95 MH 76.93 76.07 74 72.99 Asphalt 72.02 76.94 76.76 73.95 73.14 72.33 72.97 72.89 CL 72.95 76.55 P/W 1h PO Concrete 70.22 72.96 76.71 remains 73.20 73.13 71.24 Unable to survey 73.57 Filled with soil 71.99 Unable to survey 72.96 GG Brambles 1-2h 73.19 72.69 71.84 Scrub 2h Paving 76.28 76.88 76.76 72.89 73.47 DP 70.69 Unable to survey 73.19 Pillar 73.51 RL Dense Vegetation 3-5h OHL SY 73.78 Stapleford Road 76.78 68.96 EP 72.57 PO OHL 73.77 73.46 70.25 78.13 76.65 74.52 73.48 73.10 69.76 76.33 Unable to survey EP 76.66 Brambles 1-2h Asphalt 50mph 72.96 76.66 76.68 71.43 76.75 75.85 74.00 73.71 SV chamber remains 71.19 72.98 Ash 13h 72.95 76.50 74.14 Grass 73.08 A PROPOSED SITE ACCESS UPDATED AA DV IW 21.09.18 P/R 1.1h 71.43 69.65 69.67 76.46 Asphalt 73.12 70.76 73.93 71.47 71.29 69.47 76.67 73.52 Unable to survey 71.30 70.31 72.98 76.59 76.57 P/R 1.2h Brambles 3h 76.30 76.34 OHL sag level 74.86 ST04 Unable to survey 69.13 70.86 76.45 80.30 74.31 Scrub 2h Extent of crops 74.55 73.39 Remains of 70.79 68.84 DP Parapet level 71.40 concrete 69.28 Rev Description 73.85 68.44 Drn Chk App Date 76.52 76.51 76.58 75.51 footings 68.38 75.29 Grass Asphalt 75.67 71.38 69.31 72.94 76.36 74.93 70.70 76.31 74.68 EP 74.24 Grass 73.90 76.50 OHL 72.92 68.52 72.88 76.33 69.28 69.28 72.57 71.43 71.00

72.98 72.95 Long grass 76.16 75.02 68.41 76.31 Dilapidated P/R 1.2h 75.24 71.11 76.49 P/R 1.2h 74.23 72.06 71.84 72.93 Unable to survey 74.66 Footings Unable to survey 68.50 Brambles 3h 75.78 CONSULTING P/R 1.2h 71.12 Vegetation & Trees 8h

76.37 75.71 75.38 Concrete LP Grass 74.59 Poplar 15h 71.77 Asphalt Brick 2 storey dwelling 75.62 72.66 RL 74.71 73.11 75.84 75.62 75.04 81.76 72.91 EP OHL Asphalt ENGINEERS 75.84 73.34 75.78 73.58 Maple 8h 76.04 DP/DR ARDENT 76.39 69.85 Parapet level 73.15 71.40 71.34 76.46 75.36 76.23 76.39 P/R 1.3h 76.45 75.96 73 68.10 75.36 73.58 Woodland Poplar 16h 76.46 71.81 68.30 73.61 C/L 1h ST05 74.23 67.85 Third Floor Unable to survey 67.77 76.34 76.08 73.00 MH Brambles 3h 76.42 76.19 75.68 72.19 68.69 76.01 Grass 71.17 68.68 Unable to determine surface change further CL 72.94 The Hallmark Building Unable to determine surface change further 74.20 70.50 Long grass 67.93 Filled with soil 75.82 Poplar 14h 67.83 Step 68.40 75.42 P/R 1.2h 72.99 Concrete 75.79 73.29 75.91 Asphalt Unable to survey 71.06 Unable to survey Gravel 52-56 Leadenhall Street Dense vegetation 2-4h 72.76 72.66 71.33 DP/DR Paving Grass Brambles 3h Step continues flush to ground 75.69 76.05 75.95 76.01 73.93 EL 75.89 Step continues flush with ground 73.00 Unable to survey 75.68 72.45 72.95 75.75 75.85 75.94 75.65 71.30 78.31 Dense Vegetation 3h 73.15 London 76.38 75.63 Willow 8h 72.56 Step 75.70 74.34 Dilapidated P/R Poplar 10h 67.67 72.97 75.41 69.40 76.42 73.46 PO Step 75.78 72 EC3M 5JE 75.45 76.03 Grass 76.38 74.93 75.69 75.95 76.03 Poplar 10h 72.50 Long grass 75.38 75.80 75.39 70.97 0.070Ø Ramp 75.70 75.62 75.63 72.62 Canopy Step 75.78 75.82 IL 72.72 75.50 75.62 Concrete 76.18 76.09 DR 75.37 75.31 Poplar 10h 73.11 P/R 1.3h 71.01 75.96 70.93 71.25 72.83 75.74 75.60 70.85 Concrete 76.21 Step 76.04 Hawthorn 6h 71.32 75.41 75.96 75.46 71.14 73.06 75.41 EP UK 4h Unable to survey Tel: 020 7680 4088 BU BU 75.95 75.99 70.93 75.60 75.68 75.97 75.55 Dense vegetation 2-4h 70.67 0.100Ø Step OHL 71.61 70.17 75.71 76.04 75.98 Step continues flush with ground IL 72.63 75.98 75.70 MH Concrete 75.70 75.70 Concrete 75.69 75.90 75.59 69.83 67.22 CL 73.06 72.68 Web: www.ardent-ce.co.uk Step 75.62 67.11 75.55 Concrete BU Unable to survey 75.16 75.93 Brambles 1-2h Unable to survey 73.39 72.12 71.32 70.92 Concrete 75.74 75.73 Brambles 1-2h 70.77 67.38 75.56 Willow 14h 75.68 72.24 Asphalt E-mail: [email protected] MH - No Cover 75.90 67.24 71.08 75.37 75.49 75 74.82 75.61 Brambles 2h 67.15 75.64 72.70 71.68 75.51 71.16 68.84 67.26 72.86 75.49 Unable to survey 75.78 70.84 72.99 75.75 75.82 75.49 75.82 75.49 71.04 Asphalt 75.48 Dense Vegetation 3h 73.37 71.42 70.61 67.63 70.20 abcdee 72.88 75.76 Step 71 72.96 75.53 75.48 71.96 75.48 75.79 70.95 75.94 71.11 67.65 Step 75.79 73.43 Pond 67.65 75.74 75.49 75.48 75.50 75.47 Willow 12h 71.13 73.05 Unable to survey P/R 1.3h 75.94 Client 75.47 75.67 75.94 75.93 Brambles 3h Unable to survey 75.53 71.09 70.77 72.40 70.21 Concrete 75.56 Long grass 70.80 70.03 72.93 Dense Vegetations & Brambles 3h Unable to survey 71.04 Unable to survey 75.56 75.56 75.56 75.36 74.77 Dense vegetation 2-4h Dense reeds 2-3h GG73.07 75.94 Step 74.98 Poplar 10h 66.67 73.04 Ramp 75.59 Grass 75.52 75.68 75.73 0.100Ø 75.38 75.54 75.95 Unable to survey 75.56 75.22 70.91 71.42 Step continues flush with ground Brambles 1-2h 71.09 0.100Ø IL 72.45 75.95 Dense reeds 2-3h 75.53 Concrete 75.73 70.98 66.77 IL 72.49 75.96 75.99 Gravel 69.24 75.34 75.66 75.40 66.57 74.82 70.38 70.21 76.07 GG 73.04 Unable to survey

75.85 71.71 66.64 71.80 74 MH Unable to survey 75.52 75.55 75.57 76.05 75.58 Unable to survey Step Step 75.15 74.16 68.18 75.49 75.69 75.93 Brambles 1-2h 70.90 66.73 66.63 STONEBOND PROPERTIES 75.37 74.94 74.84 70 CL 72.98 Scrub 1.5h 75.32 75.95 Scrub 1.5h 70.95 71.45 75.63 75.31 75.34 70.48 70.27 75.37 TP 75.51 75.28 74.96 70.97 0.100Ø Step 75.71 75.73 75.53 Dense reeds 2-3h 71.57 73.61 75.49 IL 72.41 OHL 75.61 75.09 74.67 75.73 Concrete 71.08 75.78 75.11 74.96 70.97 70.32 75.39 BU 70.84 Step 66.95 73.54 BU Step Step up 73.72 70.86 70.32 71.05 Concrete 74.75 66.98 72.35 76.02 69.44 66.50 PO 75.47 73.83 Project Title: 75.40 74.63 66.75 72.95 P/R 1.1h 73.55 Concrete 74.65 75.66 75.66 75.96 Grass 72.63 70.64 75.36 OHL 70.94 73.10 75.33 69 71.10 75.18 71.10 75.93 Grass 71.23 75.35 74.43 69.60 68.44 74.65 Unable to survey 75.39 75.67 74.40 Unable to survey Dense vegetation 2-4h Brambles 3h 75.36 75.35 75.86 67.49 HIGH HOUSE FARM, 75.36 75.89 75.41 Dense vegetation 2-4h Unable to survey 66.18 Step 66.08 71.86 Vegetation & Trees 8h 73.97 71.13 75.35 75.22 75.91 Concrete 71.97 75.35 Concrete P/R 1.1h 70.28 Step 74.44 71.16 72.19 71.67 70.88 Long grass 72.38 70.99 75.32 73.04 71.10 Pillar Step up STAPLEFORD ABBOTTS Step continues flush with ground Concrete 75.10 71.33 72.49 75.39 75.31 74.55 74.52 71.61 75.08 69.79 72.48 75.29 68 73.56 73.57 75.27 Unable to survey 72.49 72.33 70.80 75.24 74.55 71.19 71.23 BU Nettles & Brambles 1-2h 68.71 72.04 PO 73.76 75.37 75.30 ST03 75.31 73.32 72.67 72.45 74.43 72.73 73.33 Step contunes flush with ground 73 LP 72.39 70.85 Drawing Title: 75.31 Rubble Pile 70.26 71.70 75.06 75.01 74.18 71.77 OHL 73.78 74.42 71.44 73.42 74.95 74.04 72.39 71.94 65.91 SV Grass OHL 74.95 P/R 1.1h 74.03 71.77 Asphalt 74.98 Ash 8h 71.78 C/L 1h 71.53 EP 72.05 69.02 66.83 72.75 75.00 71.87 67.70 Concrete 73.00 73.36 74.97 74.80 74.23 74.28 65.87 74.94 71.73 71.99 75.00 72.42 65.89 73.91 74.10 67 74.91 74.32 71.73 Elec. Sub Station 74.37 72.99 75.00 Asphalt 72.33 72.02 74.92 74.99 71.99 70.81 SWEPT PATH ANALYSIS Gravel 69.35 72.89 74.89 Long grass 71.00 72.97 74.95 Ditch Concrete 70.22 Walls 2.4h74.86 74.73 74.58 72.77 74.98 73.13 74.35 74.84 71.42 68.08 71.99 Unable to survey 74.83 74.56 71.45 74.49 71.87 71.52 72.69 71.51 73.19 71.84 Scrub 2h Step up 74.40 71.67 A1 Scale Date Designed by Brambles 3h 74.53 72.81 71.15 69.89 74.30 SY 74.86 74.41 Concrete 73.99 Long grass 66 73.19 Pillar SY 74.03 74.37 68.49 73.44 73.92 71.38 74.76 P/W 1.1h remains 71.52 67.06 EP 72.57 Unable to survey 66.07 PO 73.81 73.84 74.76 74.74 Dense vegetation 4h 70.25 AS SHOWN AA 74.28 73.84 30.08.18

Poplar 12h 71.36 73.10 72 Concrete Poplar 12h 74.12 W/M 1.9h 70.45 74.14 71.71 ST06 71.32 SV chamber remains 71.43 Drawn by Elec. Sub Station Checked by Approved by EP 73.80 73.64 EP 72.10 71.36 69.00 72.98 73.98 74.22 74.23 Poplar 12h 73.08 70.62 Unable to survey P/R 1.1h 71.43 74.25 Nettles & Brambles 1-2h 73.12 67.56 71.76 71.47 71.29 AA DV Concrete IW 74.06 71.33 71.25 74.08 74.10 Poplar 12h 72.19 Reproduced from/based upon Ordnance Survey material with the permission of the Controller of Her 73.80 Gravel 71.30 70.31 70.80 73.95 73.34 Unable to survey Drawing Number Rev 73.94 71.28 Majesty's Stationary Office, Crown Copyright Reserved. License No. 100044561 General lione to ditch 69.55 65.30 73.04 Unmade ground 73.76 74.00 74.07 68.05 Scrub 2h 74.00 71.96 Poplar 12h Poplar 12h Remains of 70.79 74.04 73.94 73.68 65.53

Step 66.59 concrete Ash 6h 71.70 180650-005 73.99 footings A 72.52 74.01 72.70 72.61 70.03 74.01 user name: dan vallance File Location: y:\ardent projects\180650 - high house farm, stapleford abbotts\technical\acad\drawings\180650-005a.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.