All intellectual property rights in or arising out of or in connection with this report are owned by Sanderson Associates (Consulting Engineers) Ltd. The report has been prepared for Thurrock Council (the ‘Client’) who has a licence to copy and use this report only for the purposes for which it was provided. The licence to use and copy this report is subject to other terms and conditions agreed between Sanderson Associates (Consulting Engineers) Ltd and the Client.

This document cannot be assigned or transferred to any third party and no third party may rely upon this document without the express written agreement of both Sanderson Associates (Consulting Engineers) Ltd and the Client.

Report Ref: 11344-001-04 May 2021

Author: Ashley Armitage

Checked & Approved: David Colley Date: 17th May 2021

Transport Statement May 2021 Report Ref: 11344-001-04 2

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Contents

1 Introduction ...... 5

2 Existing Situation ...... 7

3 Accessibility by Non-Car Travel Modes...... 9

4 Development Proposal ...... 18

5 Multi Modal Trip Generations ...... 19

6 Traffic Impact ...... 21

7 Summary & Conclusions ...... 22

Transport Statement May 2021 Report Ref: 11344-001-04 3

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Appendices

Appendix A Crashmap Reports

Appendix B Site Layout Plan Drawing 11344-001B Drawing 11344-002A

Appendix C TRICS Output

Transport Statement May 2021 Report Ref: 11344-001-04 4

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

1 Introduction

1.1 Sanderson Associates (Consulting Engineers) Limited has been appointed by Thurrock Council, to advise on traffic and transportation issues relating to a proposed development residential development off Loewen Road, Chadwell. The general location of the development is shown in red below on Figure 1.1.

1.2 The proposed application is for 5 dwellings with a single shared vehicular access point onto Loewen Road serving 3 units and parking spaces for 2 units directly accessed from Loewen Road.

Transport Statement May 2021 Report Ref: 11344-001-04 5

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

1.3 In February 2019, a new revision to the National Planning Policy Framework (NPPF) was published and subsequently a further amendment in June 2019. NPPF sets out the Government's planning policies for England and how these are expected to be applied.

1.4 NPPF paragraph 108 states that;

“In assessing sites that may be allocated for development in plans, or specific applications for development, it should be ensured that:

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

b) Safe and suitable access to the site can be achieved for all people; 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.”

1.5 Paragraph 109 goes on to say;

“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.”

1.6 This Transport Statement demonstrates that the development will not have an unacceptable impact on highway safety and the residual cumulative impact of the development are not severe in transport terms, consequently the planning application should be supported by the Council on transport grounds.

Transport Statement May 2021 Report Ref: 11344-001-04 6

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

2 Existing Situation

2.1 The Site and its surroundings

2.1.1 The site is located off Loewen Road and is bound by residential properties to the north and south, Loewen Road to the east and a recreational area to the west.

2.1.2 The development site comprises of a detached house (13 Loewen Road) and its gardens. It has a garage with a driveway that takes access onto Loewen Road.

2.2 Highway Network

2.2.1 Within the vicinity of the site Loewen Road is a cul-de-sac, it has a typical width of approximately 4.5m and footways are present on both sides of the carriageway. It is street lit, subject to a 30 mph speed limit and provides access to residential properties.

2.2.2 To the east of the site Loewen Road forms a priority junction with Haig Road it then continues east where it joins Heath Road. At the Heath Road / Loewen Road junction visibility splays in excess of 43m are achievable in both directions at a set back of 2.4m and are therefore in accordance with the guidance provided in Manual for Streets.

2.2.3 Heath Road is a larger residential road, with a carriageway width of approximately 6.5m and footways on both flanks. It serves houses in the area as well as various other residential estate roads.

2.2.4 Bus stops are located within a 250m walking distance of the site on Heath Road, these facilities and services are detailed in Section 3 of this report.

Transport Statement May 2021 Report Ref: 11344-001-04 7

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

2.3 Personal Injury Accident Data

2.3.1 The Personal Injury Accident history of roads in the vicinity of the site has been considered using the Crashmap website. Due to their only being 5 proposed dwellings new vehicle movements will be minimal and therefore only the junctions in close proximity to the site have been assessed. There has only been one ‘minor’ incident in the last 5 years in close proximity to the site on Haig Road around 80m east of the proposed dwellings.

2.3.2 The incident occurred on the 19th September 2015. It involved a car proceeding normally along the carriageway colliding with a pedestrian. A copy of the accident report is included at Appendix A.

Figure 2.3.2 – Crashmap map extract

2.3.3 It is considered that the development traffic generations will be minimal on the highway network and at a level which will not materially affect the highway safety record.

Transport Statement May 2021 Report Ref: 11344-001-04 8

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

3 Accessibility by Non-Car Travel Modes 3.1 Overview

3.1.1 This section of the report considers the accessibility of the development by the following modes of transport in order to review the opportunities that will exist for residents and visitors.

 Accessibility on foot;  Accessibility by cycle;  Accessibility by bus; and  Accessibility by rail

3.2 Accessibility on Foot

3.2.1 Walking is the most common form of travel in Britain and has the greatest potential to replace short car trips, particularly those under 2km.

3.2.2 It is important to consider the routes that would be taken to get to these locations as well as the distance. Department for Transport guidance ‘Building Sustainable Transport into New Developments’ (2008) gives the following advice.

“Walkable neighbourhoods are typically characterised as having a range of facilities within 10 minutes walking distance (around 800m). However, the propensity to walk or cycle is not only influenced by distance but also the quality of the experience; people may be willing to walk or cycle further where their surroundings are more attractive, safe and stimulating.”

3.2.3 In terms of pedestrian infrastructure, all roads in the vicinity of the site have footways on both sides, are street-lit and have dropped kerb crossings on pedestrian desire lines. Controlled pedestrian crossings are provided at major junctions within the vicinity of the site which aids pedestrian movement.

Transport Statement May 2021 Report Ref: 11344-001-04 9

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

3.2.4 Figure 3.2.4 below identifies 800m and 2km walking radii from the site. It is noted that walking routes will not follow the simple radius of this plan and it is provided as an indication of where destinations lie and the general extent to which the local area can be accessed on foot.

Figure 3.2.4 – Indicative Walking Distance (Source: NatGeo Mapmaker)

3.2.5 A summary of some of the services and amenities that fall within the preferred maximum, 2,000m walking distance are listed below:

 Herringham Primary academy (800m)  The King Neptune Fish Bar (900m)  Defoe Parade Post Office (900m)  Peafs On The heath (900m)  Tesco Esso Express (1km)  St Mary Primary School (1.2km)  Cherubs First steps (1.3km)  River View Pharmacy (1.3km)  Bon Bon the General Stores (1.4km)  The Gateway Academy (2km)

Transport Statement May 2021 Report Ref: 11344-001-04 10

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

 Treetops School (2km)  USP College (1.6km)  Woodside Academy (1.7km)

3.2.6 Bus stops are located along Heath Road within a 250m walking distance of the site, with details of the services summarised at paragraph 3.4 of this report.

3.3 Accessibility by Cycle

3.3.1 Like walking, cycling has an important part to play in reducing congestion, improving accessibility and reducing pollution. A further benefit of cycling is linked to increased general health and fitness which has personal benefits as well as economic benefits for the nation in terms of health service costs. The bicycle is generally more affordable than the car and hence there are social equity benefits to the promotion of cycling. Cycling may also allow people without cars to reach destinations that they may otherwise be unable to reach.

3.3.2 Guidance indicates that cycling has the potential to substitute for short car trips, particularly those under 5km and to form part of a longer journey by public transport. ‘Building Sustainable Transport into New Developments’ (2008) identifies that “people may be willing to walk or cycle further where their surroundings are more attractive, safe and stimulating”. Furthermore, the National Travel Survey identifies longer cycle journeys than 5km with an average distance of 5.3km and an 85th percentile distance of 7.4km.

3.3.3 The figure overleaf indicates destinations that lie within 5km and 7.5km radii of the application site. Again it is noted that cycling will not follow the simple radius shown on this plan and it is provided to give an indication of where destinations lie and the general extent to which the site is accessible by cycle.

Transport Statement May 2021 Report Ref: 11344-001-04 11

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Figure 3.3.3 – Indicative cycling radii (National Geographic MapMaker)

3.3.4 Figure 3.3.3 indicates that a Chadwell St Mary, Tilbury and Grays are all located within cycling distance. However, as with walking, it is considered that the quality of the available cycle infrastructure is an important factor when it comes to accessibility. Various cycle facilities are present within the vicinity of the site and the following extract from the Thurrock Cycling Guide details the available cycle routes in the vicinity of the site;

Transport Statement May 2021 Report Ref: 11344-001-04 12

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Figure 3.3.4 – Extract from City Connect Cycling Guide

Transport Statement May 2021 Report Ref: 11344-001-04 13

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

3.3.5 As can be seen from figure 3.3.4, there are a number of recommended cycle routes in the vicinity of the site, which can be used to access the centre of Grays.

3.3.6 The site’s proximity to surrounding local centres along with the available cycle infrastructure provides adequate incentive to encourage future residents to travel by cycle.

3.4 Accessibility by Bus

3.4.1 The closest bus stops is located on Heath Road approximately 200m to the East of the proposed dwellings. There are also bus stops with additional services on Brentwood Road around 750m from all the proposed dwellings equating to a 10 minute walk. The location of the stops are shown on the figure below.

Figure 3.4.1 – Location of public transport facilities (National Geographic MapMaker)

Transport Statement May 2021 Report Ref: 11344-001-04 14

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

3.4.2 The facilities and services provided are as follows:

Heath Road

Stop location: adj Loewen Road Stop ID: thudjta Distance to stop: Approx 250m from site Direction of travel: Buses travelling south eastbound Facilities: shelter with seating, timetable and raised kerbs Bus services: 73A, 83

Brentwood Road

Stop location: adj Rigby Gardens Stop ID: thuapmt Distance to stop: Approx 750m from site Direction of travel: Buses travelling northbound Facilities: timetable and raised kerbs Bus services: 11, 27, 51, 66, 66A, 73A, 83, 475, Z4

Stop location: opp Rigby Gardens Stop ID: thuawj Distance to stop: Approx 750m from site Direction of travel: Buses travelling southbound Facilities: timetable and raised kerbs Bus services: 11, 27, 51, 475, Z4

3.4.3 The bus service serving these stops operates in a loop around the residential area to the south of the site. The following bus services are available at these stops:

Transport Statement May 2021 Report Ref: 11344-001-04 15

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Monday to Saturday Frequency Service Route Sunday Frequency No. Daytime Late Evening

83 Lakeside – Chadwell St Mary 20 mins No Service No Service

73A Lakeside - Tillbury No service 30 mins 30 mins

11 Basildon - Purfleet 1 service per 120 mins No service day

27 Socketts Heath – Hassenbrook 1 service per day No service No service Academy (Only on school days)

51 Chafford Hundred – Southend High 1 service per day No service No service School (Only on school days)

66, 66A Lakeside – Chadwell St Mary 60 minutes (weekday) No service 60 minutes 30 minutes (Saturday)

475 Stanford Le Hope - Brentwood 1 service (per No service No service weekday)

Z4 Tilbury - Pitsea 4 services per No service 4 services per day Table 3.4.3 – Details of Local Bus Services

3.4.4 As can be seen from the Table 3.4.3, there are a wide range of frequent bus services available. The above services stop at public transport hubs which provide frequent and varied services to a wider range of destinations for onward travel.

3.5 Accessibility by Rail

3.5.1 The closest station to the site is Tilbury Town Railway station which is located approximately 4.0km to the south of the development.

3.5.2 This station is managed by c2c and provides regular services to Southend Central and London Fenchurch Street. Trains from this station run to these destinations approximately every 20-30 minutes.

Transport Statement May 2021 Report Ref: 11344-001-04 16

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

3.5.3 Tilbury Town is manned and has ticket counter, self-service machines and sheltered seating areas. Train running information is provided on digital display screens, timetable poster boards, and automated announcements. As there are lifts to both platforms, the station is fully step-free.

3.5.4 The station provides cycle parking and the cycle journey time from the site takes approximately 16 minutes.

3.6 Accessibility Summary

3.6.1 The site is highly accessible by both active travel and by public passenger transport arrangements. As such residents and visitors will have a wide choice of sustainable travel options which will reduce the need to travel by car.

Transport Statement May 2021 Report Ref: 11344-001-04 17

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

4 Development Proposal

4.1 The development proposal are for 4 x 3 bedroom and 1 x 2 bedroom dwellings. The proposed site plans are included at Appendix B.

4.2 Two of the properties will have direct driveways onto Loewen Road and the other three will gain access via a shared drive, off street parking will be provided for these from the shared access point. Drawing 11344-002A at Appendix B demonstrates a large car accessing these parking bays.

4.3 Thurrock Council set out the level of car parking generally allowable for residential development as being:

Car Parking  Houses – High accessibility 0 – 1.5 spaces per dwelling.

 Houses – Med accessibility 1.5 – 2.0 spaces per dwelling.

 Houses – Low accessibility Min 2.0 spaces per dwelling.

Cycle parking  1 secure and covered space per dwelling.

4.4 It is considered that this site is within the medium (Med) accessibility zone as it is within 400 metres of a bus stop that is subject to a minimum service of 20mins or less and is within a 1km walking of a local centre.

4.5 Each dwelling will have two off street parking spaces and secure / sheltered cycle parking for 3 bicycles. A visitor space will also be provided within the shared drive area. The level of parking to be provided is considered to be in accordance with the Draft Thurrock Parking Standards and Good Practice (March 2012).

4.6 Each property also has a private bin store and these are accessible within 25m of the carriageway, therefore it is considered that refuse collection would be undertaken directly from Loewen Road. However, a large refuse vehicle can access the site if required to do so and this is demonstrated on drawing 11344-001B at Appendix B.

Transport Statement May 2021 Report Ref: 11344-001-04 18

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

5 Multi Modal Trip Generations

5.1 To predict the multimodal trips for the development, the TRICS v7.6.4 database has been used with the following search parameters:

Land Use: 03 – Residential

Category: A – Houses Privately Owned

Selected Regions and Areas: London and Ireland excluded

Parameter: Number of Dwellings

Actual Range: 6-29 units

Date Range: 01/01/01 – 06/06/2019

Selected Survey Days: Monday – Friday

Selected Locations: Suburban Area, Edge of Town, Neighbourhood Centre

5.2 The search parameters were refined to closely match the characteristics of the proposed development. The use of ‘average’ trip rates is considered appropriate given the site’s accessible location.

5.3 The table overleaf provides details of the weekday peak hour and daily multimodal total trip rates per unit along with the corresponding modal percentage split and generated trips for the proposed 5 dwellings. The full TRICS output is contained in Appendix C.

Transport Statement May 2021 Report Ref: 11344-001-04 19

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Mode of Travel Trip Rate Modal Split % Generations

Pedestrians 0.296 24.5% 1 Cyclists 0.034 2.8% 1 Public Transport Users 0.025 2.1% 0 Vehicle Occupants 0.851 70.6% 4

AM AM Peak Period Total People Trips 1.206 100.0% 6

Pedestrians 0.158 18.7% 1 Cyclists 0.023 2.7% 0 Public Transport Users 0.022 2.6% 0 Vehicle Occupants 0.643 76.0% 3

PM PM Peak Period Total People Trips 0.846 100.0% 4

Pedestrians 1.988 21.7% 10

Cyclists 0.259 2.8% 1 Public Transport Users 0.191 2.1% 1

Daily Vehicle Occupants 6.732 73.4% 34 Total People Trips 9.170 100.0% 46 Table 5.3 – Multimodal generations for 5 dwellings

5.4 The multimodal data identifies that the development could expect to generate 29.4% of trips by walking, cycling and public transport modes in the weekday AM peak, 24.0% on a weekday PM peak period and 26.6% daily.

Transport Statement May 2021 Report Ref: 11344-001-04 20

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

6 Traffic Impact

6.1 The TRICS data summarised in section 5 has been utilised to estimate the likely traffic generated by the proposed development use.

6.2 Given the easily accessible nature of the site to local facilities and to public transport it is considered appropriate to use average trip rates to predict the traffic impact of the development.

6.3 The average trip rates and the resultant traffic generation for the proposals are tabulated below for the typical network peaks in the AM and PM periods.

Weekday Trip Rates per unit Trips for 5 Houses Assessment Period Arrivals Departures Arrivals Departures 2-way 08:00 - 09:00 0.183 0.415 1 2 3 17:00 - 18:00 0.314 0.151 2 1 3 Daily 2.485 2.626 12 13 25 Table 6.3 – Proposed Trip Rates and Resulting Traffic Generations

6.4 The predicted number of vehicle movements generated by the site (3 movements two-way in the AM and PM peak periods) roughly equate to 1 vehicle movement every 20 minutes.

6.5 The predicted vehicle movements from the development are modest and are unlikely to be discernible against normal daily fluctuations in traffic flow on the local highway network.

6.6 It should be noted that this assessment makes no allowance for the trips that could have been generated by the existing lawful use.

Transport Statement May 2021 Report Ref: 11344-001-04 21

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

7 Summary & Conclusions

7.1 Sanderson Associates (Consulting Engineers) Limited have been appointed by Thurrock Council to advise on traffic and transportation issues relating to a proposed residential development, located at 13 Loewen Road, Chadwell St Mary.

7.2 The application site is currently occupied by a large detached dwelling that is bounded by residential dwellings to the north and south, Loewen Road to the east and a recreational area to the west.

7.3 The development proposal is for 4 x 3 bedroom and 1 x 2 bedroom dwellings. Two of the properties will have direct driveways onto Loewen Road and the other three will gain access via a shared drive, with off street parking provided from the shared access point.

7.4 Each dwelling will have two off street parking spaces and secure / sheltered cycle parking for 3 bicycles. A visitor space will also be provided within the shared drive area.

7.5 No accidents have occurred at the Loewen Road / Haig Road junction. It is considered that there is no recent personal injury accident history within the vicinity of the site that is a cause for concern with regard to the development proposals.

7.6 The site is accessible by both active travel and by public passenger transport arrangements. As such residents and visitors will have a choice of sustainable travel options which will reduce the need to travel by car.

7.7 In reality the proposed houses are unlikely to generate a material level of traffic on the surrounding highway network within the AM and PM peaks. The proposed increase in vehicle movements is considered low. It is unlikely that the development traffic will be discernible against normal daily fluctuations in traffic flow on the local highway network.

Transport Statement May 2021 Report Ref: 11344-001-04 22

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

7.8 This Transport Statement demonstrates that the development will not have an unacceptable impact on highway safety and the residual cumulative impact of the development is not considered severe in transport terms, consequently the planning application should be supported by the Council on transport grounds.

Transport Statement May 2021 Report Ref: 11344-001-04 23

Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Appendix A

Crashmap Reports

Crash Date: Saturday, September 19, 2015 Time of Crash: 12:35:00 PM Crash Reference: 201542I294009

Highest Injury Severity: Slight Road Number: U0 Number of Casualties: 1

Highway Authority: Thurrock Number of Vehicles: 1

Local Authority: Thurrock OS Grid Reference: 564178 179301

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 30

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None

Junction Detail: T or staggered junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Give way or uncontrolled

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 1 of 2 1/3/2020 10:24:22 AM Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 2 Male 26 - 35 Vehicle proceeding normally along the Front Journey as None Wall or fence hire) carriageway, not on a bend part of work

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Pedestrian Male 21 - 25 Unknown or other Unknown or other

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 2 of 2 1/3/2020 10:24:22 AM Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Appendix B

Site Layout Plan Drawing 11344-001B Drawing 11344-002A

Private Cycle Store

Private Bin Store

Private Garden Store

Shared Drive Area

CP 2.5 x 5.0m car parking area

Extendable car parking CPx space to 3.3m wide x 5.0m

Existing Tree Removed L o e w e n

R o New Tree a d

Existing Tree Retained

Application Boundary CP

is V P C

CP P C CP P C

CPx CP CP

050521 First Issue MB JS Rev Date Description By Chk

PLANNING

0 5 10 15 20 1:200 m

LONDON 84 Great Suffolk Street, London, SE1 0BE Tel: 020 7689 1434 www.darntonb3.com

CLIENT Thurrock Council

PROJECT 13, Loewen Road, Chadwell St Mary

TITLE Proposed Site Plan Proposed Site Plan CREATION DATE SCALE @ A1 DRN CHK STATUS 1 : 200 02/26/20 As indicated LA MB SHEET NO. REVISION

13897 - DB3 - B01 - ZZ - DR - A - 20 -060 PROJECT NO|ORIGINATOR|ZONE|LEVEL|TYPE|ROLE|NUMBER © COPYRIGHT: ALL RIGHTS RESERVED. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS AND INFORMATION. ANY DISCREPANCIES MUST BE REPORTED TO DARNTONB3 IMMEDIATELY. THE DRAWING OR INFORMATION MUST NOT BE USED FOR CONSTRUCTION UNLESS EXPRESSLY ISSUED FOR CONSTRUCTION. DO NOT SCALE OFF DRAWINGS. USE DISPLAYED DIMENSIONS.

PLOT DATE:05/05/2021 14:54:52 CP

CP CPx CP CP

CP CP

Vis Road Loewen CP Kerb to Turning Radius Lock to lock time Track Width Min Body Ground Clearance Overall Body Height Overall Width Overall Length Phoenix 2-23W (with Elite 2 6x2MS chassis) 1.665 4.18 © Sanderson Associates (Consulting Engineers) Ltd. 10.595 1.32 10.150m 4.00s 2.500m 0.410m 3.205m 2.530m 10.595m CP CP

CP CP CPx CPx SK-001 CP CP CP CP

CP CP CP CP CPx CP CP Vis Vis CP CP CP CP

CP CP

CP Vis CP

CP CP

CP CP CPx CPx CP CP CP CP

CP CP CP CP

CP CP CP

Vis Vis CP CP CP CPx CP CP

CP CP

CP Vis CP

CP CP

CP CP CPx CPx CP CP CP CP

CP CP CP CP

Sanderson Associates (Consulting Engineers) Ltd. Proposed Residential Development 13 Loewen Road, Chadwell St Mary

Appendix C

TRICS Output

TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 1 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

Calculation Reference: AUDIT-109307-191224-1228 TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 02 SOUTH EAST KC KENT 1 days 03 SOUTH WEST DC DORSET 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 2 days NF NORFOLK 2 days SF SUFFOLK 2 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 1 days WK WARWICKSHIRE 2 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 3 days 08 NORTH WEST CH CHESHIRE 3 days GM GREATER MANCHESTER 1 days MS MERSEYSIDE 1 days 09 NORTH TW TYNE & WEAR 1 days 10 WALES PS POWYS 1 days VG VALE OF GLAMORGAN 1 days 11 SCOTLAND AG ANGUS 1 days

Secondary Filtering selection:

Parameter: Number of dwellings Actual Range: 6 to 29 (units: ) Range Selected by User: 1 to 30 (units: )

Parking Spaces Range: All Surveys Included

Bedrooms per Dwelling Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/11 to 06/06/19

Selected survey days: Monday 7 days Tuesday 6 days Wednesday 5 days Thursday 4 days Friday 3 days

Selected survey types: Manual count 25 days Directional ATC Count 0 days

Selected Locations: Suburban Area (PPS6 Out of Centre) 15 Edge of Town 9 Neighbourhood Centre (PPS6 Local Centre) 1

Selected Location Sub Categories: Residential Zone 24 Village 1 TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 2 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

Secondary Filtering selection:

Use Class: C 3 25 days

Population within 1 mile: 1,001 to 5,000 3 days 5,001 to 10,000 5 days 10,001 to 15,000 6 days 15,001 to 20,000 5 days 20,001 to 25,000 2 days 25,001 to 50,000 4 days

Population within 5 miles: 5,001 to 25,000 2 days 25,001 to 50,000 2 days 50,001 to 75,000 4 days 75,001 to 100,000 4 days 100,001 to 125,000 1 days 125,001 to 250,000 7 days 250,001 to 500,000 4 days 500,001 or More 1 days

Car ownership within 5 miles: 0.6 to 1.0 11 days 1.1 to 1.5 13 days 1.6 to 2.0 1 days

Travel Plan: Yes 1 days No 24 days

PTAL Rating: No PTAL Present 25 days TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 3 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

LIST OF SITES relevant to selection parameters

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

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 2 CA-03-A-04 DETACHED CAMBRIDGESHIRE

PETERBOROUGH THORPE PARK ROAD Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 9 Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 3 CA-03-A-05 DETACHED HOUSES CAMBRIDGESHIRE EASTFIELD ROAD PETERBOROUGH

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 8 Survey date: MONDAY 17/10/16 Survey Type: MANUAL 4 CH-03-A-08 DETACHED CHESHIRE WHITCHURCH ROAD CHESTER BOUGHTON HEATH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 1 Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 5 CH-03-A-09 TERRACED HOUSES CHESHIRE GREYSTOKE ROAD MACCLESFIELD HURDSFIELD Edge of Town Residential Zone Total Number of dwellings: 2 4 Survey date: MONDAY 24/11/14 Survey Type: MANUAL 6 CH-03-A-11 TOWN HOUSES CHESHIRE LONDON ROAD NORTHWICH LEFTWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 4 Survey date: THURSDAY 06/06/19 Survey Type: MANUAL 7 DC-03-A-08 BUNGALOWS DORSET HURSTDENE ROAD BOURNEMOUTH CASTLE LANE WEST Edge of Town Residential Zone Total Number of dwellings: 2 8 Survey date: MONDAY 24/03/14 Survey Type: MANUAL 8 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER BUTT HILL DRIVE MANCHESTER P R E S T W I C H Edge of Town Residential Zone Total Number of dwellings: 2 9 Survey date: WEDNESDAY 12/10/11 Survey Type: MANUAL 9 KC-03-A-05 DETACHED & SEMI-DETACHED KENT ROCHESTER ROAD NEAR CHATHAM BURHAM Neighbourhood Centre (PPS6 Local Centre) Village Total Number of dwellings: 8 Survey date: FRIDAY 22/09/17 Survey Type: MANUAL TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 4 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

LIST OF SITES relevant to selection parameters (Cont.)

10 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE ROOKERY LANE LINCOLN BOULTHAM Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 2 Survey date: TUESDAY 18/09/12 Survey Type: MANUAL 11 MS-03-A-03 DETACHED MERSEYSIDE BEMPTON ROAD LIVERPOOL OTTERSPOOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 5 Survey date: FRIDAY 21/06/13 Survey Type: MANUAL 12 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK YARMOUTH ROAD CAISTER-ON-SEA

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 7 Survey date: TUESDAY 16/10/12 Survey Type: MANUAL 13 NF-03-A-03 DETACHED HOUSES NORFOLK HALING WAY THETFORD

Edge of Town Residential Zone Total Number of dwellings: 1 0 Survey date: WEDNESDAY 16/09/15 Survey Type: MANUAL 14 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE NICHOLAS STREET YORK

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 1 Survey date: MONDAY 16/09/13 Survey Type: MANUAL 15 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE HORSEFAIR BOROUGHBRIDGE

Edge of Town Residential Zone Total Number of dwellings: 2 3 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 16 NY-03-A-13 TERRACED HOUSES NORTH YORKSHIRE CATTERICK ROAD CATTERICK GARRISON OLD HOSPITAL COMPOUND Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 0 Survey date: WEDNESDAY 10/05/17 Survey Type: MANUAL 17 PS-03-A-02 DETACHED/SEMI-DETACHED POWYS GUNROG ROAD WELSHPOOL

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 8 Survey date: MONDAY 11/05/15 Survey Type: MANUAL 18 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK NORMANSTON DRIVE LOWESTOFT

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 Survey date: TUESDAY 23/10/12 Survey Type: MANUAL TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 5 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

LIST OF SITES relevant to selection parameters (Cont.)

19 SF-03-A-05 DETACHED HOUSES SUFFOLK VALE LANE BURY ST EDMUNDS

Edge of Town Residential Zone Total Number of dwellings: 1 8 Survey date: WEDNESDAY 09/09/15 Survey Type: MANUAL 20 SH-03-A-06 BUNGALOWS SHROPSHIRE ELLESMERE ROAD SHREWSBURY

Edge of Town Residential Zone Total Number of dwellings: 1 6 Survey date: THURSDAY 22/05/14 Survey Type: MANUAL 21 TW-03-A-02 SEMI-DETACHED TYNE & WEAR WEST PARK ROAD GATESHEAD

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 6 Survey date: MONDAY 07/10/13 Survey Type: MANUAL 22 VG-03-A-01 SEMI-DETACHED & TERRACED VALE OF GLAMORGAN ARTHUR STREET BARRY

Edge of Town Residential Zone Total Number of dwellings: 1 2 Survey date: MONDAY 08/05/17 Survey Type: MANUAL 23 WK-03-A-01 TERRACED/SEMI/DET. WARWICKSHIRE ARLINGTON AVENUE LEAMINGTON SPA

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 6 Survey date: FRIDAY 21/10/11 Survey Type: MANUAL 24 WK-03-A-02 BUNGALOWS WARWICKSHIRE NARBERTH WAY COVENTRY POTTERS GREEN Edge of Town Residential Zone Total Number of dwellings: 1 7 Survey date: THURSDAY 17/10/13 Survey Type: MANUAL 25 WL-03-A-02 SEMI DETACHED WILTSHIRE HEADLANDS GROVE SWINDON

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 7 Survey date: THURSDAY 22/09/16 Survey Type: MANUAL TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 6 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

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 25 18 0.079 25 18 0.273 25 18 0.352 08:00 - 09:00 25 18 0.183 25 18 0.415 25 18 0.598 09:00 - 10:00 25 18 0.138 25 18 0.194 25 18 0.332 10:00 - 11:00 25 18 0.174 25 18 0.156 25 18 0.330 11:00 - 12:00 25 18 0.181 25 18 0.196 25 18 0.377 12:00 - 13:00 25 18 0.205 25 18 0.203 25 18 0.408 13:00 - 14:00 25 18 0.187 25 18 0.187 25 18 0.374 14:00 - 15:00 25 18 0.203 25 18 0.228 25 18 0.431 15:00 - 16:00 25 18 0.291 25 18 0.257 25 18 0.548 16:00 - 17:00 25 18 0.302 25 18 0.210 25 18 0.512 17:00 - 18:00 25 18 0.314 25 18 0.151 25 18 0.465 18:00 - 19:00 25 18 0.228 25 18 0.156 25 18 0.384 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.485 2.626 5.111

Parameter summary

Trip rate parameter range selected: 6 - 29 (units: ) Survey date date range: 01/01/11 - 06/06/19 Number of weekdays (Monday-Friday): 25 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0 TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 7 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

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 25 18 0.009 25 18 0.038 25 18 0.047 08:00 - 09:00 25 18 0.000 25 18 0.034 25 18 0.034 09:00 - 10:00 25 18 0.002 25 18 0.007 25 18 0.009 10:00 - 11:00 25 18 0.005 25 18 0.020 25 18 0.025 11:00 - 12:00 25 18 0.005 25 18 0.007 25 18 0.012 12:00 - 13:00 25 18 0.014 25 18 0.005 25 18 0.019 13:00 - 14:00 25 18 0.011 25 18 0.002 25 18 0.013 14:00 - 15:00 25 18 0.002 25 18 0.005 25 18 0.007 15:00 - 16:00 25 18 0.034 25 18 0.000 25 18 0.034 16:00 - 17:00 25 18 0.027 25 18 0.002 25 18 0.029 17:00 - 18:00 25 18 0.014 25 18 0.009 25 18 0.023 18:00 - 19:00 25 18 0.007 25 18 0.000 25 18 0.007 19:00 - 20:00 1 7 0.000 1 7 0.000 1 7 0.000 20:00 - 21:00 1 7 0.000 1 7 0.000 1 7 0.000 21:00 - 22:00 1 7 0.000 1 7 0.000 1 7 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.130 0.129 0.259 TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 8 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

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 25 18 0.095 25 18 0.348 25 18 0.443 08:00 - 09:00 25 18 0.230 25 18 0.621 25 18 0.851 09:00 - 10:00 25 18 0.156 25 18 0.242 25 18 0.398 10:00 - 11:00 25 18 0.212 25 18 0.212 25 18 0.424 11:00 - 12:00 25 18 0.233 25 18 0.230 25 18 0.463 12:00 - 13:00 25 18 0.260 25 18 0.264 25 18 0.524 13:00 - 14:00 25 18 0.214 25 18 0.230 25 18 0.444 14:00 - 15:00 25 18 0.269 25 18 0.273 25 18 0.542 15:00 - 16:00 25 18 0.431 25 18 0.357 25 18 0.788 16:00 - 17:00 25 18 0.427 25 18 0.293 25 18 0.720 17:00 - 18:00 25 18 0.442 25 18 0.201 25 18 0.643 18:00 - 19:00 25 18 0.307 25 18 0.185 25 18 0.492 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 3.276 3.456 6.732 TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 9 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

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 25 18 0.023 25 18 0.074 25 18 0.097 08:00 - 09:00 25 18 0.097 25 18 0.199 25 18 0.296 09:00 - 10:00 25 18 0.054 25 18 0.065 25 18 0.119 10:00 - 11:00 25 18 0.063 25 18 0.086 25 18 0.149 11:00 - 12:00 25 18 0.056 25 18 0.059 25 18 0.115 12:00 - 13:00 25 18 0.074 25 18 0.068 25 18 0.142 13:00 - 14:00 25 18 0.063 25 18 0.059 25 18 0.122 14:00 - 15:00 25 18 0.065 25 18 0.059 25 18 0.124 15:00 - 16:00 25 18 0.194 25 18 0.129 25 18 0.323 16:00 - 17:00 25 18 0.124 25 18 0.074 25 18 0.198 17:00 - 18:00 25 18 0.097 25 18 0.061 25 18 0.158 18:00 - 19:00 25 18 0.086 25 18 0.059 25 18 0.145 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.996 0.992 1.988 TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 10 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

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 25 18 0.009 25 18 0.009 25 18 0.018 08:00 - 09:00 25 18 0.005 25 18 0.020 25 18 0.025 09:00 - 10:00 25 18 0.000 25 18 0.011 25 18 0.011 10:00 - 11:00 25 18 0.009 25 18 0.011 25 18 0.020 11:00 - 12:00 25 18 0.002 25 18 0.005 25 18 0.007 12:00 - 13:00 25 18 0.018 25 18 0.011 25 18 0.029 13:00 - 14:00 25 18 0.002 25 18 0.000 25 18 0.002 14:00 - 15:00 25 18 0.007 25 18 0.002 25 18 0.009 15:00 - 16:00 25 18 0.011 25 18 0.007 25 18 0.018 16:00 - 17:00 25 18 0.016 25 18 0.005 25 18 0.021 17:00 - 18:00 25 18 0.011 25 18 0.011 25 18 0.022 18:00 - 19:00 25 18 0.007 25 18 0.002 25 18 0.009 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.097 0.094 0.191 TRICS 7.6.4 141219 B19.28 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 24/12/19 Page 11 Sanderson Associates (Consulting Engineers) Ltd Jubilee Way Wakefield Licence No: 109307

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 25 18 0.135 25 18 0.470 25 18 0.605 08:00 - 09:00 25 18 0.332 25 18 0.874 25 18 1.206 09:00 - 10:00 25 18 0.212 25 18 0.325 25 18 0.537 10:00 - 11:00 25 18 0.289 25 18 0.330 25 18 0.619 11:00 - 12:00 25 18 0.296 25 18 0.300 25 18 0.596 12:00 - 13:00 25 18 0.366 25 18 0.348 25 18 0.714 13:00 - 14:00 25 18 0.291 25 18 0.291 25 18 0.582 14:00 - 15:00 25 18 0.343 25 18 0.339 25 18 0.682 15:00 - 16:00 25 18 0.670 25 18 0.492 25 18 1.162 16:00 - 17:00 25 18 0.594 25 18 0.375 25 18 0.969 17:00 - 18:00 25 18 0.564 25 18 0.282 25 18 0.846 18:00 - 19:00 25 18 0.406 25 18 0.246 25 18 0.652 19:00 - 20:00 1 7 0.000 1 7 0.000 1 7 0.000 20:00 - 21:00 1 7 0.000 1 7 0.000 1 7 0.000 21:00 - 22:00 1 7 0.000 1 7 0.000 1 7 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.498 4.672 9.170

Table of Contents