Transport Statement April 2021

40 Stratford Road Watford Borough Council

Smart Build Homes (SR) Limited

Document History

JOB NUMBER: 3072/2020 DOCUMENT REF: Transport Statement REVISIONS: 1

Revision Comments By Checked Authorised Date

1 For Submission OE PE PE 09/04/2021

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Contents

1 Introduction 2 Pedestrian and Cycle Access 12 Vehicular Access 12 Previous Highway Authority Comments 2 Servicing 12 Car Parking Layout 12 2 Policy 4 Car Parking Assessment 12 Watford Borough Council 6 Conclusions 13 Conclusions 7 5 Transport Impact 14 3 Site Location, Local Area and Introduction 14 Facilities 9 Proposed Residential Car Trips 14 Introduction 9 Existing Site generated traffic 14 Site Location 9 Existing Use 10 6 Conclusions 15 Bus Services 10 7 Appendices 16 Rail and Underground Services 10 Local Highway Network 10 Appendix: A - Location and Facilities Local Facilities 11 Plan Conclusion 11 Appendix: B – Access Layout Appendix: C – Existing Site Plan 4 Development Proposals 12 Appendix: D – Masterplan Appendix: E – Vehicle Tracking Introduction 12 Appendix: F – TRICS Vehicle Trip Development Proposals 12 Rates Flats

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1 Introduction

1.1 EAS has been commissioned to prepare this Transport Statement on behalf of Smart Build Homes for the redevelopment of 40 Stratford Road Watford, , WD17 4NZ. A location and facilities plan forms Appendix A.

1.2 The site sits on the north western corner of crossroads formed by Stratford Road and Langley Road. Stratford Road runs east/west and forms the sites southern boundary and Langley Road runs north/south and forms the sites eastern boundary.

1.3 The site is strangely located in zone 4 of the designated parking zones set out in the Watford Policy Car and Cycle Parking Standards (least accessible) but the opposite side of Langley Road it is zone 3, and the opposite side of Stratford Road is zone 2 (2 nd highest).

1.4 The site is within a reasonably high density residential area with a block of flats opposite and surrounded by residential units on all sides. It is within a 30mph speed zone with local amenities close by.

1.5 The proposal is for 8 flats comprising of 2 x one-bedroom units and 6 x two-bedroom units.

1.6 There are 9 proposed car parking spaces on site and 8 proposed secure cycle parking spaces.

Previous Highway Authority Comments

1.7 For a recent application at this site for a 9-unit scheme Hertfordshire Highways commented as follows:

“This access requires 5.4m dropped Kerb. Ie 4 x 0.9m dropped Kerb and 2 x 0.9m flushed kerb one on either side. Internal layout shows that cars could enter and leave the site in forward gear. The 5.4m dropped kerb at the access would improve the flow of traffic in/out the site without the need to reverse back to Langley Road. The access details submitted in support of the planning application is inadequate. Detailed plan should be submitted indicating:

a. Proposed access dropped Kerb Details

b. Access relationship to adjoining property

c. Potential relocation of the existing lamp column Infront of access

d. A mature tree within the site on the path of the access (a matter for the planning authority)”

1.8 The requirements and recommendations made by Hertfordshire Highways from the previous application have been carried through in this application and the plan contained at Appendix B denotes this.

1.9 This statement describes the transport matters relating to the proposed redevelopment.

• Section 2 describes relevant national and local policies; • Section 3 describes the existing site and its surroundings including transport accessibility, local facilities, the immediate road network etc;

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• Section 4 describes the proposed parking, access and refuse collection arrangements and describes how these arrangements compare to local and national standards and policies; and • Section 5 determines the likely transport impact of the development. • Section 6 concludes the report.

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2 Policy

National Planning Policy Framework (NPPF) (2019)

The revised National Planning Policy Framework was published in February 2019 and sets out the government’s planning policies for and how these are expected to be applied. The revised Framework replaces the previous National Planning Policy Framework published in March 2012.

Planning law requires that applications for planning permission be determined in accordance with the development plan unless material considerations indicate otherwise. The National Planning Policy Framework must be taken into account in preparing the development plan and it is a material consideration in planning decisions. Planning policies and decisions must also reflect relevant international obligations and statutory requirements.

The purpose of the planning system is to contribute to the achievement of sustainable development. At a very high level, the objective of sustainable development can be summarised as meeting the needs of the present without compromising the ability of future generations to meet their own needs.

In respect of that, Paragraph 10 of the NPPF states:

“So that sustainable development is pursued in a positive way, at the heart of the Framework is a presumption in favour of sustainable development (original emphasis).”

Section 9 of the NPPF on Promoting Sustainable Transport states, in paragraphs 102 and 103:

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

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

• 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;

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

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

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

The planning system should actively manage patterns of growth in support of these objectives. Significant development should be focused on locations which are or can be made sustainable, through limiting the need to travel and offering a genuine choice of transport modes. This can help to reduce congestion and emissions, and improve air quality and public health. However, opportunities to maximise sustainable transport

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solutions will vary between urban and rural areas, and this should be taken into account in both plan-making and decision-making.”

Paragraph 105, in relation to parking standards, states that the following should be taken into account:

• “the accessibility of the development;

• the type, mix and use of development;

• the availability of and opportunities for public transport;

• local car ownership levels; and

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

Paragraph 106 adds that:

“Maximum parking standards for residential and non-residential development should only be set where there is a clear and compelling justification that they are necessary for managing the local road network, or for optimising the density of development in city and town centres and other locations that are well served by public transport. In town centres, local authorities should seek to improve the quality of parking so that it is convenient, safe and secure, alongside measures to promote accessibility for pedestrians and cyclists.”

Paragraphs 108 and 109 state that in assessing applications for development it should be ensured that:

“108. 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.

109. Development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or the residual cumulative impacts on the road network would be severe.”

Furthermore, paragraphs 110 and 111 continue:

“110. Within this context, applications for development should:

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

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

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

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

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

111. 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.”

Watford Borough Council

2.1 Relevant, saved, Watford Borough Council Local Plan (2000) transport policies include:

2.2 T4 Transport and New Development:

All development proposals, including re-development and changes of use, will be considered against the amount, type and timings of transport movement likely to be generated and the effect thereof on the local highway, passenger transport systems, footpaths, bridleways, greenways and cycle routes and on the environment.

Where developments will have significant transport implications, transport assessments should be prepared and submitted.

2.3 T5 New Development and Green Travel Plans

All planning applications for development likely to have significant transport implications should be accompanied by a ‘Green Travel Plan’. The Council will require the developers/occupiers to enter into legal agreements and/or may impose conditions on a planning permission to ensure that the benefits of such a plan are maintained in the long- term.

2.4 T7 Pedestrian Facilities In Developments

The Council will require new development proposals, including redevelopments and changes of use, to provide safe pedestrian access and contributions to improving pedestrian routes to the development site (see SPG 14: Designing for Community Safety).

Footpaths provided as part of development schemes will need to be adequately landscaped (see Policy U6, SPG 12: Landscape Guidelines and SPG 14: Designing for Community Safety).

2.5 T10 Cycle Parking Standards

The Council will expect all new developments to make provision for cyclists. In considering planning applications the Council will expect the cycle parking standards set out in Appendix 2 to be adhered to.

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The Council will expect all new developments and conversions to provide a conveniently located, secure, waterproof bicycle storage area either on a unit-by-unit basis or, where this is not appropriate, communally.

2.6 T21 Access and Servicing

All development proposals including redevelopments, changes of use or extensions to existing developments should include adequate provision for access/egress and servicing arrangements to meet the necessary safety and capacity requirements. The Council will also seek to ensure that the needs for access and service arrangements are taken into account fully in the design of all public and private highway improvement schemes.

The Council will normally require redevelopment schemes within the Town Centre to provide rear servicing facilities so as to avoid access via the High Street.

2.7 T22 Car Parking Standards

All development will be expected to comply with the parking standards set out in Appendix 2. On-site parking will not be permitted in excess of the maximum appropriate for the zone in which the site is located. Non-residential development will be expected to provide sufficient on-site parking to meet operational needs and the needs of disabled motorists.

2.8 The site lies within the recognised accessibility Zone 4. Appendix 2 of the Watford parking standards sets out a maximum car parking standard of 1.25 spaces for 1 bedroom dwellings, 1.5 for 2 bedroom dwellings and 2.25 for 3 bedroom dwellings; and a minimum cycle parking standard of 1 space per dwelling. In zone 4, ‘75%-100% of the maximum demand based standard’ is required in accordance with table of the Appendix 2. As reproduced below:

Scoring Zone Type Car Parking provision allowed in urban areas Range 1 12-15 0-25% of maximum demand based standard 2 8-11 25 - 50% of maximum demand based standard 3 5-7 50-75% of maximum demand based standard 4 4 75 – 100% of maximum demand based standard

2.9 T24 Residential Development

Planning permission will only be granted for residential use where the full parking needs generated can be met on site, and off the public highway unless the site is in a suitable Town Centre site or other location with good access to passenger transport.

2.10 T26 Car Free Residential Development

Car free residential development will be considered in suitable locations which are highly accessible by passenger transport, close to amenities and services, subject to the provision of satisfactory site covenants, on-street parking controls and measures to control displaced parking in adjacent areas.

Conclusions

2.11 In keeping with both the NPPF and Watford Local Plan Saved Policy requirements, this Transport Statement has been prepared to help demonstrate:

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• the opportunities for sustainable transport modes have been taken up; • safe and suitable access to the site can be achieved for all people; and • the proposed parking levels are policy compliant.

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3 Site Location, Local Area and Facilities

Introduction

3.1 This section sets out the existing site location, local area and facilities and describes the site accessibility to all modes of transport. A site location and facilities plan are contained at Appendix A.

Site Location

3.2 The proposed redevelopment site is 40 Stratford Road, Watford. There are currently two access points into the site, one from Stratford Road and one from Langley Road. It is proposed that the Langley Road access will be the main access for vehicles and will serve the 9-space car park, and the Stratford Road access will be closed to traffic and be for pedestrian and cycle uses only.

3.3 The site is approximately 1.2km from Watford Town Centre, where there are a wide range of shopping facilities, eateries, and banks as well as the indoor ‘Intu’ shopping centre.

3.4 The site falls within Zone 4 as defined by the Local Plan Appendix 2 Car and Cycle Parking Standards although is directly opposite Zone 2 and directly adjacent to Zone 3 as shown in the inset plan below.

Figure 3.1. Extract of Watford Policy car parking zoning plan. Site shown inset as red square. Green is zone 4, Blue is zone 3, Yellow zone 2 and Red is zone 1.

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Existing Use

3.5 The site is an existing detached residential dwelling. The existing site plan is illustrated in Appendix C.

Bus Services

3.6 The closest bus stops to the site are on south eastwards along Langley Road, approximately 50meters and 90meters away respectively to south and north bound bus services. This bus stop serves routes 510 and 319.

3.7 Route 501 is an hourly service running between Watford High Street and Aylesbury. Route 319 is a circular service (North Watford and Cassiobury Estate Circular) which runs at approximately 2 hourly intervals through the daytime period.

3.8 The next nearest bus stops are accessible at Hampstead Road, 300m to the south west. Here service 319 and 500 can be accessed. The 500 is a very frequent service with around 5 buses per hour in each direction running between Watford and Aylesbury and calling at Kings Langley. Apsley Railway Station , Boxmor, Berkhampstead, Tring and Aston Clinton.

Rail and Underground Services

3.9 The neatest rail station is Watford Junction, this is a 630m walk from the site. The station is on the and the , a branch line to St Albans.

3.10 The station is also a major hub for local bus services.

3.11 This station is home to the London Overground with 4 Trains per hour (tph) to London Euston. ‘Southern’ run 1tph to Milton Keynes and East Croydon. ‘London Northwest Railway’ run 5 tph to London Euston, 2 tph to Tring and others to Milton Keynes, Liverpool Lime street via Birmingham New Street and St Albans.

3.12 Further trains are operated by ‘Avanti West Coast’ and finally the ‘Caledonian Sleeper’ runs 1 train per day (tpd) to Aberdeen/Inverness and Fort William as well as 1 tpd to Glasgow Central ad Edinburgh. The breadth of coverage that this station offers located just 640m from the site on foot is exceptional.

3.13 Watford High Street station is located approximately 1.9km south east of the site in the Lower High Street in Watford Town Centre, very close to the Intu Shopping Centre. This station receives Watford District Line underground trains every 20 minutes Monday to Saturday daytimes; northbound and southbound. In evenings and on Sundays there is a half -hourly service in each direction.

Local Highway Network

3.14 Stratford Road and Langley Road are well-lit residential roads with a 30mph speed limit. Both have parking restrictions in the vicinity of the development site with double yellow lines at their crossroads junction.

3.15 Two-meter-wide tree lined footways are present on either side of the carriageways that continue throughout the area and pedestrian route continue all the way into Watford Town Centre and to Watford Junction Station.

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Local Facilities

3.16 The site is approximately 390metres north of local shops including a grocers, restaurants, takeaway etc located around the Langley Road/A412 junction just prior to the Watford Junction station.

3.17 Further to the local facilities mentioned above Watford Town Centre is approximately 1.9km from the site where all necessary day to day facilities can be reached.

3.18 A number of schools are located within a 1km walk of the site. Further retail outlets including a retail park located around 700m to the east of the site.

Conclusion

3.19 The site is in a very sustainable location within walking distance of:

• Watford Town Centre and all its shopping and other facilities; • Schools • Bus stops located within 81 to 300metres of the site with 5 routes, served by up to 8 buses in the AM and PM peak hours; and • Two rail stations, one of which provides national services and located just 630m from the site. 3.20 It is clear that an occupant of the development would not need to use or own a car to be able to access everyday living requirements. Indeed, low car living should be promoted at such locations.

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4 Development Proposals

Introduction

4.1 This section describes the development access and parking proposals.

Development Proposals

4.2 This application comprises of 8 flats comprising of 2 x one-bedroom unts and 6 x two-bedroom units.

4.3 Vehicular access to the parking area is proposed via an existing access from Langley Road.

4.4 The proposed masterplan and schedule are included in Appendix D.

Pedestrian and Cycle Access

4.5 Pedestrian and cycle access to the site is directly from Stratford Road. The proposed master plan showing the access points, cycle store, car parking and refuse store is contained at Appendix D.

Vehicular Access

4.6 The proposed vehicle access will be wide enough to accommodate two-way traffic. The drawing contained in Appendix B demonstrates that visibility splays of 2.4metres x 43metres can be achieved to the Manual for Street (MfS) requirement for a 30mph design speed as well as adequate pedestrian intervisibility splays.

Servicing

4.7 All refuse and servicing will take place from the kerbside of Stratford Road. The store being located within 12m of the highway.

Car Parking Layout

4.8 There are 9 proposed car parking spaces located off the Langley Road access. All vehicles can enter and exit in a forward gear. The car parking layout is to standard dimensions with an approximate 6 metre isle widths and 4.8metre x 2.4metre parking bays.

4.9 Vehicle tracking has been undertaken using a medium sized car. Tracking details are shown on the drawing contained at Appendix E.

Car Parking Assessment

4.10 The local plan parking policy shows the site to be in Zone 4. This has parking space requirements as follows and allowance for a reduction so that the final level is ‘75%-100% of the maximum demand based standard’

1 bed dwellings = 1.25 spaces

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2 bed dwellings = 1.5 spaces

4.11 For the proposed development mix of 2 x one-bedroom flats, and 6 x two-bedroom flats there would be a requirement for 11.5 parking spaces. Based on there being an allowance for 75% of this maximum level, then 8.625 spaces would meet the direct policy standard.

4.12 However, it is worth noting that if the site was 8m to the east or 8m to the south it would require 5.75 or 2.875 parking spaces being in Zone 3 or 2 respectively.

4.13 The proposal has 9 parking spaces, or one space per unit. The parking proposals are therefore, policy compliant.

Conclusions

4.14 Vehicular access to the parking area is proposed via an existing and slightly improved access onto Langley Road and the existing vehicle access onto Stratford road will be for pedestrians and cyclist only. The proposed access has suitable visibility sight lines for vehicles and pedestrians. The proposed access is therefore suitable for the proposed use.

4.15 Suitable pedestrian facilities are provided to the front of the building and also to the rear of the building via a 2m wide footway extending in all directions from the site.

4.16 There are 9 parking spaces proposed for the 8 dwellings. The level of car parking is complaint with local policy.

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5 Transport Impact

Introduction

5.1 This section considers the expected transport impact of the development proposals.

Proposed Residential Car Trips

5.2 Multi-Modal TRICS data for flats has been used to estimate expected car trips for the proposed residential development. The TRICS data is included in Appendix F and the criteria used to select the data was to choose all multi-modal data for private flats on the edge of town center, Suburban areas and residential zone locations in England outside of London. Table 5.1 shows the results.

Morning Peak Evening Peak All Day (08:00 – 09:00) (17:00 – 18:00) In out total In out total In out total

Trip Rate per dwelling 0.08 0.275 0.355 0.275 0.109 0.384 1.340 1.441 2.781

Trips for 8 dwellings 1 3 4 3 1 4 11 12 23

Table 5.1: Estimated Development Vehicle Trips for the proposed 8 residential flats (allow for rounding).

5.3 The results show that a total of 1 car trip every 15 minutes in the AM and PM peak hours.

5.4 Over the course of the day the proposed flatted development would generate 23 vehicle trips.

Existing Site generated traffic

5.5 The existing detached house would generate of the order of 0.6 to 1 vehicle trip in each peak hour on average.

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6 Conclusions

6.1 It has been shown that the proposed flatted development provides an opportunity for residential development in a sustainable location that meets with nat ional and local policy guidelines.

6.2 Vehicular access to the parking area is proposed via an existing and slightly improved access onto Langley Road and the existing vehicle access onto Stratford road will be for pedestrians and cyclist only. The proposed access has suitable visibility sight lines for vehicles and pedestrians. The proposed access is therefore suitable for the proposed use.

6.3 There are 9 parking spaces proposed for the 8 dwellings. The level of car parking is compliant with local policy.

6.4 A total of 1 car trip every 15 minutes in the AM and PM peak hours is predicted. This would be an imperceptible level of traffic on the local highway network.

6.5 It is worthy of note that the previous scheme had already been commented on by HCC and this new scheme includes the recommended changes to the access from the comments made at that time.

6.6 In transport, highways and sustainability terms this is a sustainable development opportunity and should be deemed acceptable.

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7 Appendices

Appendix: A - Location and Facilities Plan Appendix: B – Access Layout Appendix: C – Existing Site Plan Appendix: D – Masterplan Appendix: E – Vehicle Tracking Appendix: F – TRICS Vehicle Trip Rates Flats

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Appendix: A - Location and Facilities Plan

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Appendix: B – Access Layout

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Appendix: C – Existing Site Plan

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Appendix: D – Masterplan

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L A N G L E Y R O A D

R O A D

S T R A T F O R D

Location Plan Scale 1:1250

0 10 20 30 40 50 60

Cycle Store for 9 no Cycles

Bin Store for 1 x 440L 2 x 660 L Rev Date Description

L A N G L E Y R O A D

fluent ARCHITECTURAL DESIGN SERVICES 69-71 Windmill Road, Sunbury, Middlesex, TW16 7DT Tel: 0800 0438838 E-mail: [email protected] R O A D Web: fluent-ads.co.uk

40 Stratford Road, Watford

S T R A T F O R D

Proposed Site and Location Plan

0 10 20

Scale Dwg No. 1:500 @ A3 FLU.1299.05 Date

09.10.20 Rev Site Plan Scale 1:500 Drawn L N.Millin

Appendix: E – Vehicle Tracking

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Appendix: F – TRICS Vehicle Trip Rates Flats

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TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 1 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

Calculation Reference: AUDIT-743101-150413-0454 TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 03 SOUTH WEST DC DORSET 2 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 1 days 05 EAST MIDLANDS NR NORTHAMPTONSHIRE 1 days 06 WEST MIDLANDS ST STAFFORDSHIRE 1 days

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

Filtering Stage 2 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: 14 to 44 (units: ) Range Selected by User: 14 to 44 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/07 to 28/03/14

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

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

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

Selected survey types: Manual count 5 days Directional ATC Count 0 days

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

Selected Locations: Edge of Town Centre 1 Suburban Area (PPS6 Out of Centre) 4

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 3 No Sub Category 2

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 2 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

Filtering Stage 3 selection:

Use Class: C 3 5 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 10,001 to 15,000 2 days 20,001 to 25,000 3 days

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

Population within 5 miles: 50,001 to 75,000 3 days 125,001 to 250,000 1 days 250,001 to 500,000 1 days

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

Car ownership within 5 miles: 1.1 to 1.5 5 days

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

Travel Plan: No 5 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 3 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

LIST OF SITES relevant to selection parameters

1 CA-03-C-02 BLOCK OF FLATS CAMBRIDGESHIRE WESTFIELD ROAD NETHERTON PETERBOROUGH Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 4 4 Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 2 DC-03-C-01 BLOCKS OF FLATS DORSET ABBOTSBURY ROAD

WEYMOUTH Edge of Town Centre Residential Zone Total Number of dwellings: 2 7 Survey date: TUESDAY 08/07/08 Survey Type: MANUAL 3 DC-03-C-02 FLATS IN BLOCKS DORSET PALM COURT SPA ROAD WEYMOUTH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 4 Survey date: FRIDAY 28/03/14 Survey Type: MANUAL 4 NR-03-C-01 BLOCK OF FLATS NORTHAMPTONSHIRE ROCKINGHAM ROAD

CORBY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 0 Survey date: FRIDAY 21/11/08 Survey Type: MANUAL 5 ST-03-C-01 BLOCKS OF FLATS STAFFORDSHIRE ETRURIA COURT HUMBERT ROAD STOKE-ON-TRENT Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 3 3 Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 4 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.065 5 28 0.159 5 28 0.224 08:00 - 09:00 5 28 0.080 5 28 0.275 5 28 0.355 09:00 - 10:00 5 28 0.058 5 28 0.123 5 28 0.181 10:00 - 11:00 5 28 0.080 5 28 0.094 5 28 0.174 11:00 - 12:00 5 28 0.080 5 28 0.051 5 28 0.131 12:00 - 13:00 5 28 0.094 5 28 0.116 5 28 0.210 13:00 - 14:00 5 28 0.072 5 28 0.058 5 28 0.130 14:00 - 15:00 5 28 0.080 5 28 0.123 5 28 0.203 15:00 - 16:00 5 28 0.159 5 28 0.087 5 28 0.246 16:00 - 17:00 5 28 0.138 5 28 0.101 5 28 0.239 17:00 - 18:00 5 28 0.275 5 28 0.109 5 28 0.384 18:00 - 19:00 5 28 0.159 5 28 0.145 5 28 0.304 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.340 1.441 2.781

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 5 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.007 5 28 0.007 5 28 0.014 08:00 - 09:00 5 28 0.014 5 28 0.014 5 28 0.028 09:00 - 10:00 5 28 0.000 5 28 0.000 5 28 0.000 10:00 - 11:00 5 28 0.000 5 28 0.000 5 28 0.000 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.000 5 28 0.000 5 28 0.000 13:00 - 14:00 5 28 0.007 5 28 0.007 5 28 0.014 14:00 - 15:00 5 28 0.007 5 28 0.007 5 28 0.014 15:00 - 16:00 5 28 0.007 5 28 0.007 5 28 0.014 16:00 - 17:00 5 28 0.000 5 28 0.000 5 28 0.000 17:00 - 18:00 5 28 0.000 5 28 0.000 5 28 0.000 18:00 - 19:00 5 28 0.014 5 28 0.014 5 28 0.028 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.056 0.056 0.112

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 6 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.000 5 28 0.000 5 28 0.000 08:00 - 09:00 5 28 0.000 5 28 0.000 5 28 0.000 09:00 - 10:00 5 28 0.007 5 28 0.007 5 28 0.014 10:00 - 11:00 5 28 0.007 5 28 0.007 5 28 0.014 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.007 5 28 0.007 5 28 0.014 13:00 - 14:00 5 28 0.000 5 28 0.000 5 28 0.000 14:00 - 15:00 5 28 0.000 5 28 0.000 5 28 0.000 15:00 - 16:00 5 28 0.000 5 28 0.000 5 28 0.000 16:00 - 17:00 5 28 0.000 5 28 0.000 5 28 0.000 17:00 - 18:00 5 28 0.000 5 28 0.000 5 28 0.000 18:00 - 19:00 5 28 0.000 5 28 0.000 5 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: 0.021 0.021 0.042

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 7 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.000 5 28 0.000 5 28 0.000 08:00 - 09:00 5 28 0.000 5 28 0.000 5 28 0.000 09:00 - 10:00 5 28 0.000 5 28 0.000 5 28 0.000 10:00 - 11:00 5 28 0.000 5 28 0.000 5 28 0.000 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.000 5 28 0.000 5 28 0.000 13:00 - 14:00 5 28 0.000 5 28 0.000 5 28 0.000 14:00 - 15:00 5 28 0.000 5 28 0.000 5 28 0.000 15:00 - 16:00 5 28 0.000 5 28 0.000 5 28 0.000 16:00 - 17:00 5 28 0.000 5 28 0.000 5 28 0.000 17:00 - 18:00 5 28 0.000 5 28 0.000 5 28 0.000 18:00 - 19:00 5 28 0.000 5 28 0.000 5 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: 0.000 0.000 0.000

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 8 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.000 5 28 0.000 5 28 0.000 08:00 - 09:00 5 28 0.000 5 28 0.022 5 28 0.022 09:00 - 10:00 5 28 0.000 5 28 0.007 5 28 0.007 10:00 - 11:00 5 28 0.000 5 28 0.007 5 28 0.007 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.000 5 28 0.000 5 28 0.000 13:00 - 14:00 5 28 0.000 5 28 0.007 5 28 0.007 14:00 - 15:00 5 28 0.000 5 28 0.007 5 28 0.007 15:00 - 16:00 5 28 0.007 5 28 0.000 5 28 0.007 16:00 - 17:00 5 28 0.029 5 28 0.000 5 28 0.029 17:00 - 18:00 5 28 0.000 5 28 0.007 5 28 0.007 18:00 - 19:00 5 28 0.007 5 28 0.000 5 28 0.007 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.043 0.057 0.100

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 9 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.065 5 28 0.196 5 28 0.261 08:00 - 09:00 5 28 0.087 5 28 0.341 5 28 0.428 09:00 - 10:00 5 28 0.058 5 28 0.138 5 28 0.196 10:00 - 11:00 5 28 0.094 5 28 0.123 5 28 0.217 11:00 - 12:00 5 28 0.101 5 28 0.065 5 28 0.166 12:00 - 13:00 5 28 0.159 5 28 0.152 5 28 0.311 13:00 - 14:00 5 28 0.080 5 28 0.072 5 28 0.152 14:00 - 15:00 5 28 0.087 5 28 0.188 5 28 0.275 15:00 - 16:00 5 28 0.210 5 28 0.101 5 28 0.311 16:00 - 17:00 5 28 0.167 5 28 0.138 5 28 0.305 17:00 - 18:00 5 28 0.348 5 28 0.138 5 28 0.486 18:00 - 19:00 5 28 0.210 5 28 0.203 5 28 0.413 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.666 1.855 3.521

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 10 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.022 5 28 0.080 5 28 0.102 08:00 - 09:00 5 28 0.022 5 28 0.094 5 28 0.116 09:00 - 10:00 5 28 0.043 5 28 0.029 5 28 0.072 10:00 - 11:00 5 28 0.043 5 28 0.065 5 28 0.108 11:00 - 12:00 5 28 0.080 5 28 0.065 5 28 0.145 12:00 - 13:00 5 28 0.072 5 28 0.109 5 28 0.181 13:00 - 14:00 5 28 0.065 5 28 0.087 5 28 0.152 14:00 - 15:00 5 28 0.051 5 28 0.072 5 28 0.123 15:00 - 16:00 5 28 0.138 5 28 0.072 5 28 0.210 16:00 - 17:00 5 28 0.072 5 28 0.065 5 28 0.137 17:00 - 18:00 5 28 0.116 5 28 0.058 5 28 0.174 18:00 - 19:00 5 28 0.058 5 28 0.036 5 28 0.094 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.782 0.832 1.614

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 11 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.000 5 28 0.007 5 28 0.007 08:00 - 09:00 5 28 0.000 5 28 0.000 5 28 0.000 09:00 - 10:00 5 28 0.000 5 28 0.007 5 28 0.007 10:00 - 11:00 5 28 0.000 5 28 0.000 5 28 0.000 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.000 5 28 0.000 5 28 0.000 13:00 - 14:00 5 28 0.007 5 28 0.000 5 28 0.007 14:00 - 15:00 5 28 0.014 5 28 0.000 5 28 0.014 15:00 - 16:00 5 28 0.000 5 28 0.000 5 28 0.000 16:00 - 17:00 5 28 0.000 5 28 0.000 5 28 0.000 17:00 - 18:00 5 28 0.000 5 28 0.000 5 28 0.000 18:00 - 19:00 5 28 0.000 5 28 0.000 5 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: 0.021 0.014 0.035

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 12 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.000 5 28 0.000 5 28 0.000 08:00 - 09:00 5 28 0.000 5 28 0.000 5 28 0.000 09:00 - 10:00 5 28 0.000 5 28 0.000 5 28 0.000 10:00 - 11:00 5 28 0.000 5 28 0.000 5 28 0.000 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.000 5 28 0.000 5 28 0.000 13:00 - 14:00 5 28 0.000 5 28 0.000 5 28 0.000 14:00 - 15:00 5 28 0.000 5 28 0.000 5 28 0.000 15:00 - 16:00 5 28 0.000 5 28 0.000 5 28 0.000 16:00 - 17:00 5 28 0.000 5 28 0.000 5 28 0.000 17:00 - 18:00 5 28 0.000 5 28 0.000 5 28 0.000 18:00 - 19:00 5 28 0.000 5 28 0.000 5 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: 0.000 0.000 0.000

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 13 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.000 5 28 0.000 5 28 0.000 08:00 - 09:00 5 28 0.000 5 28 0.000 5 28 0.000 09:00 - 10:00 5 28 0.000 5 28 0.000 5 28 0.000 10:00 - 11:00 5 28 0.000 5 28 0.000 5 28 0.000 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.000 5 28 0.000 5 28 0.000 13:00 - 14:00 5 28 0.000 5 28 0.000 5 28 0.000 14:00 - 15:00 5 28 0.000 5 28 0.000 5 28 0.000 15:00 - 16:00 5 28 0.000 5 28 0.000 5 28 0.000 16:00 - 17:00 5 28 0.000 5 28 0.000 5 28 0.000 17:00 - 18:00 5 28 0.000 5 28 0.000 5 28 0.000 18:00 - 19:00 5 28 0.000 5 28 0.000 5 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: 0.000 0.000 0.000

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 14 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.000 5 28 0.007 5 28 0.007 08:00 - 09:00 5 28 0.000 5 28 0.000 5 28 0.000 09:00 - 10:00 5 28 0.000 5 28 0.007 5 28 0.007 10:00 - 11:00 5 28 0.000 5 28 0.000 5 28 0.000 11:00 - 12:00 5 28 0.000 5 28 0.000 5 28 0.000 12:00 - 13:00 5 28 0.000 5 28 0.000 5 28 0.000 13:00 - 14:00 5 28 0.007 5 28 0.000 5 28 0.007 14:00 - 15:00 5 28 0.014 5 28 0.000 5 28 0.014 15:00 - 16:00 5 28 0.000 5 28 0.000 5 28 0.000 16:00 - 17:00 5 28 0.000 5 28 0.000 5 28 0.000 17:00 - 18:00 5 28 0.000 5 28 0.000 5 28 0.000 18:00 - 19:00 5 28 0.000 5 28 0.000 5 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: 0.021 0.014 0.035

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Monday 13/04/15 The Camp Residential Page 15 EAS Transport Planning Unit 10 The Maltings Stanstead Abbotts Licence No: 743101

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS 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 5 28 0.087 5 28 0.283 5 28 0.370 08:00 - 09:00 5 28 0.109 5 28 0.457 5 28 0.566 09:00 - 10:00 5 28 0.101 5 28 0.181 5 28 0.282 10:00 - 11:00 5 28 0.138 5 28 0.196 5 28 0.334 11:00 - 12:00 5 28 0.181 5 28 0.130 5 28 0.311 12:00 - 13:00 5 28 0.232 5 28 0.261 5 28 0.493 13:00 - 14:00 5 28 0.152 5 28 0.167 5 28 0.319 14:00 - 15:00 5 28 0.152 5 28 0.268 5 28 0.420 15:00 - 16:00 5 28 0.355 5 28 0.174 5 28 0.529 16:00 - 17:00 5 28 0.268 5 28 0.203 5 28 0.471 17:00 - 18:00 5 28 0.464 5 28 0.203 5 28 0.667 18:00 - 19:00 5 28 0.275 5 28 0.239 5 28 0.514 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.514 2.762 5.276

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.

Parameter summary

Trip rate parameter range selected: 14 - 44 (units: ) Survey date date range: 01/01/07 - 28/03/14 Number of weekdays (Monday-Friday): 5 Number of Saturdays: 0 Number of Sundays: 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.