Transport Statement

1957-01-TS02a August 2018

Proposed Residential Development at Woodlands Farm, Dodds Lane, Gwersyllt, Wrexham

Transport Statement

Prepared on behalf of:

Wales and West Housing Association Ltd.

AXIS Camellia House 76 Water Lane Wilmslow SK9 5BB

Tel: 0844 8700 007 www.axisped.co.uk

Residential Development, Woodlands Farm Dodds Lane, Gwersyllt, Wrexham Transport Statement

CONTENTS

1.0 Introduction 2.0 Site Location & Existing Conditions 3.0 Description of the Development Proposals 4.0 Development Trip Generation 5.0 Summary and Conclusions

DRAWINGS

C861.070K Proposed Site Masterplan 1957-01-ATR101A Swept Path Assessment of Site Layout

FIGURES

Figure TS1 Site Location: Strategic Context Figure TS2 Site Location: Immediate Local Context Figure TS3 2014 Surveyed Traffic Flows Figure TS4 Personal Injury Accident Location Plan Figure TS5 800m & 1200m As the Crow Flies Walking Catchment Figure TS6 5km Cycle Catchment Figure TS7 Available Local Cycle Routes

APPENDICES

Appendix TS1 Personal Injury Accident History Appendix TS2 Local Bus Service Timetables Appendix TS3 TRICS Output for Mixed Private/Non-Private Residential Developments

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1.0 INTRODUCTION

1.1 Summary

1.1.1 This Transport Statement has been prepared by Axis on behalf of Wales and West Housing Association Ltd., hereafter referred to as WWH, in support of a planning application related to proposals for a new residential redevelopment of land at Woodlands Farm, Dodds Lane, Gwesyllt, Wrexham.

1.1.2 The purpose of this report is to appraise the Local Planning and Highway Authority Wrexham County Borough Council (WCBC), of the anticipated highway and transport related effects associated with the proposed residential development scheme.

1.1.3 The project would see the redevelopment of Woodlands Farm to deliver up to 23 residential dwellings, which would be served from the route of Dodds Lane via an upgraded site access junction. This report will include an assessment of the proposed site access strategy, a review of the sustainability of the site and its accessibility to existing local services, and the opportunity to encourage trips from the site to be undertaken by alternative travel modes to the private car.

1.1.4 The scope and nature of this assessment reflects the extent of highway issues which are understood as likely being of material interest to the LHA.

1.2 Report Structure

1.2.1 The structure of this Transport Statement is therefore as follows:

 Section 2 considers the existing conditions and includes; a description of the site location and existing conditions; a description of the local highway network immediately adjacent to the site; the location of the site relative to local amenities,

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facilities and alternative transport mode choices; and, a review of local personal injury accident trends;

 Section 3 of this report outlines the residential redevelopment proposals and includes a review of the proposed site access arrangements, and site servicing arrangements;

 Section 4 considers the anticipated private car trip generation to/from the site and the proportional impact of the proposed development;

 Section 5 provides a summary and conclusion to the report derived from the analysis presented in the preceding chapters.

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2.0 SITE LOCATION & EXISTING CONDITIONS

2.1 Site Location

2.1.1 The location of the proposed Woodlands Farm redevelopment site is illustrated in Figure TS1 to this report. This plan identifies the strategic location of the site in relation to the A483(T), the main Town Centre of Wrexham and the local distributor routes of the B5425 Llay Road and Rhosrobin Road.

2.1.2 The immediate context of the site location, including the surrounding local highway network, is illustrated in Figure TS2 to this statement.

2.2 Description of Site & Local Network

Existing Site Conditions

2.2.1 The Woodlands Farm proposal site currently forms a broadly rectangular shaped parcel of land to the immediate north of the route of Dodds Lane. To the north and east, the site is bounded by open agricultural land, whilst to the west the site is bounded by existing residential development which is largely served from the route of Pen-y-Lyn.

2.2.2 Dodds Lane serves as a 20mph local distributor route between the settlements of Rhosrobin, to the southeast, and Gwersyllt, to the northwest. Approximately 250m further to the northwest Dodds Lane forms the southeastern approach to a four arm min-roundabout junction with the routes of Hope Street (to the southwest) High Street (to the northwest) and Glan-Llyn Road (to the northeast).

2.2.3 A further 250m to the west of this mini-roundabout junction Hope Street forms the eastern approach to a four-arm signalised interchange with the primary route of the A541 Mold Road, and the minor residential access road of Alyn Way. The A541 Mold Road serves as a key primary route to the northwest of Wrexham, providing onward connections to the A483

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trunk road (Junction 5) and the centre of Wrexham to the south, and the A494 to the north, on the outskirts of Mold.

2.2.4 Approximately 700m to the southeast of the site Dodds Lane, having become Rhosrobin Road, forms the minor western approach to a priority- controlled give-way T-junction with the B5425. Just 50m to the north of this junction the route of the B5425 is subject to the National Speed Limit, whilst to the south it becomes a 30mph route, along with Rhosrobin Road. To the south the B5425 crosses the A483 and provides an onward link to the centre of Wrexham.

2.3 Existing Observed Traffic Demand

Network Demand

2.3.1 In 2014 a planning application was submitted to WCBC for a residential development in Rhosrobin, the site situated directly opposite the termination of Rhosrobin Road where it meets the B5425 Llay New Road. This planning application included a Transport Assessment undertaken by Axis and included reference to a traffic survey of the Rhosrobin Road/B5425 Llay New Road undertaken in March 2014.

2.3.2 Referencing the available information within this TA, it has been possible to identify base traffic flow patterns for the route of Dodds Lane/Rhosrobin Road. Figure TS3 to this report summarises the traffic flows recorded on the Rhosrobin Road approach to its junction with the B5425 Llay New Road for the observed AM and PM network peak rush hour periods of 08:00-09:00 and 16:45-17:45 respectively.

2.3.3 Reference to the recorded peak hour traffic flows demonstrates that prevailing traffic levels illustrate a general tidal flow pattern with eastbound movement along Dodds Lane/Rhosrobin Road being more dominant during the AM period and westbound trips along this route being the peak demand during the PM peak. It is considered that this observed tidal flow reflects journey to work movements to/from the main centre of Wrexham to the south of the site – it is likely that many local commuters would route

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via the B5425 Llay New Road to and from Wrexham, rather than via the busier route of the A541 Mold Road. Maximum two-way traffic flow is noted as occurring during the PM peak hour, with up to 551 two-way movements recorded along Dodds Lane/Rhosrobin Road. This figure falls to 519 two-way movements during the AM peak hour.

2.4 Personal Injury Accident Records

2.4.1 Personal Injury Accident data (PIA) for the local highway network in the immediate vicinity of the proposal site has been obtained using CrashMap.co.uk, which provides PIA data collected by the police. This data is approved by the National Statistics Authority and reported on by the Department for Transport each year. Data has been collected for the most recent five year period of 1 January 2013 – 30 June 2017. The results of this search are illustrated in Figure TS4 to this report with full report data attached as Appendix TS1 .

2.4.2 Review of Figure TS4 shows that during the five year search period a total of 4 personal injury accident incidents have been recorded within the illustrated search area, one of which was classified as being slight in nature, and the remaining three classified as serious.

2.4.3 Review in greater detail identifies that the four incidents have occurred along Rhosrobin Road / Dodds Lane, with two to the north of the proposal site and two to the south.

2.4.4 Whilst Crashmap data does not provide detailed enough information to fully determine the causal nature of each recorded incident, it is clear from the information that is available that three of the incidents appear to have occurred as a result of pedestrians crossing the road into the path of oncoming vehicles. The remaining incident involved a vehicle crashing into parked cars in the early hours of the morning, either having lost control or as a result of inattention.

2.4.5 Overall it is considered that, based upon the above review of road traffic incident data, the nature of the local accident history does not call into

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question any specific aspects of the local highway network, and so it is considered that there are no material highway safety issues within the vicinity of the site.

2.5 Sustainable Transport Connections

Walking and Cycling

2.5.1 The location of the proposal site is anticipated to allow for a range of everyday journeys to be undertaken on foot or by cycle. The Institute for Highways and Transportation (IHT) Document ‘Providing for Journeys on Foot’ identifies suitable walking distances to common facilities. This document identifies the following guidance on acceptable walking distances for access to key facilities:

 Desirable: 400m  Acceptable: 800m  Preferred Maximum: 1200m

2.5.2 Figure TS5 to this report illustrates 800m and 1200m ‘as the crow flies’ local catchments as measured from the access point of the proposed Woodlands Farm residential redevelopment site. This analysis illustrates that Gwersyllt and the edge of Wrexham falls within an acceptable local walk catchment and, as such, the site’s proximity to the following local everyday services should be noted:

 Gwersyllt County Primary School;  Gwersyllt Support Centre;  Gwersyllt Rail Station;  Local food and convenience shops; and  A dental surgery.

2.5.3 In addition to walking connections, the pedal cycle has been identified as being an acceptable travel mode for journeys of up to 5km. Figure TS6 to this report illustrates the 5km cycle catchment from the site, and

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demonstrates that Wrexham lies entirely within an appropriate cycle distance, along with the outlying areas of Gresford and Llay.

2.5.4 Details of available local cycling routes and connections are illustrated in Figure TS7 to this report and demonstrate that a number of traffic free cycle routes are available within a short cycle ride of the site.

Access to Buses

2.5.5 A number of existing local bus services operate within the vicinity of the Woodlands Farm proposal site. Bus stops are located on both sides of the Dodds Lane carriageway to both the north and south of the site. As such, all local stops lie within a 400m walk of the centre of the site, which is considered to represent an acceptable walking distance to bus services. Full service timetables for the existing bus routes serving the local stops are attached at Appendix TS2 and summarised in Table TS2.1 below. Table TS2.1 demonstrates that regular connections are available to key local destinations such as Wrexham, Gwersyllt and Llay.

Table TS2.1 – Available Local Public Transport Connections

Route Pk hour Day Time Route Description Number frequency Frequency 33 Wrexham – Gwersyllt – Llay 30 mins 30 mins 34 Wrexham – Gwersyllt – Trevalyn - 3/day

Access to Rail

2.5.6 As illustrated in Figure TS5, Gwersyllt Rail Station lies within a 500m walk of the site, thereby providing access to local rail services. Review of the available information on the National Rail website identifies that Gwersyllt Rail Station is served by the Wrexham Central – Bidston service, which operates an hourly service in each direction throughout the day.

Summary

2.5.7 Overall it is concluded that the proposal site represents a sustainable location for a residential development, being located within an acceptable

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walk/cycle catchment of key everyday destinations such as local shopping facilities and schools, and accessible by both bus and rail services to/from key local employment centres. These services are anticipated to reduce the need for residents at the site to utilise the car for everyday journeys.

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3.0 DESCRIPTION OF THE DEVELOPMENT PROPOSALS

3.1 Overview

3.1.1 The Woodlands Farm proposal site is proposed to be developed to deliver up to 23 residential units. The development would comprise a mix of affordable homes, with 16 houses, 3 bungalows and 4 apartments as below:

 10no. semi-detached 3 bed dwellings;  6no. semi-detached 2 bed dwellings;  1no. detached 2 bed bungalow;  2no. semi-detached 2 bed bungalow; and  4no. 1 bed flats.

3.1.2 A masterplan of the development scheme is provided at Drawing C861.070K to this report. The site masterplan also includes for appropriate levels of car parking, turning facilities for service vehicles and sustainable transport infrastructure (footways and cycle access).

3.2 Highway Access Arrangements

3.2.1 Access to the development site is proposed to be taken via a new priority- controlled T-junction with Dodds Lane, to the immediate southern site frontage (see Drawing C861.070K ). The main site access spine route would be of a 5.5m width design, in accordance with current WCBC guidance, and is considered suitable to accommodate the additional traffic movements associated with the development site.

3.2.2 Visibility from the proposed site access would be available from a 2.4m x- distance setback to a y-distance of 43m in both the leading direction (to the west) and non-leading direction (to the east). This level of achievable visibility exceeds the required standard for a 20mph speed limit route, as outlined in Table A at Annex B of the Welsh Government guidance document “Technical Advice Note 18: Transport”.

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3.3 Vehicle Servicing

3.3.1 The proposed site layout includes turning heads to the terminations of the internal routes within the development, which would enable the turning of large Refuse Collection Vehicles (RCVs). These turning heads have been designed in accordance with WCBC guidance in order to ensure that the site can be fully serviced by emergency and refuse collection vehicles. A swept path assessment of the site layout based on an RCV is attached as Drawing 1957-01-ATR101A to this report.

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4.0 DEVELOPMENT TRIP GENERATION

4.1 Introduction

4.1.1 As noted in section 3, the proposal scheme seeks to deliver a residential redevelopment of the existing site to deliver up to 23 dwellings. The development would comprise a mix of affordable housing.

4.1.2 Trip rates for the proposed residential redevelopment scheme have been derived from the TRICS database of development trip rates. TRICS is a widely accepted national database of historical trip demand information and contains observed traffic data for a large number of development sites. As such, it can be considered to produce reliable trip rate estimates. It should be noted that TRICS provides outputs in hourly intervals (e.g. 17:00-18:00) and not for intervening hourly periods such as that being considered for the PM peak in this assessment 16:45-17:45. For the purposes of this assessment the TRICS information has been applied to the assess peak hour regardless, in order to ensure the most robust assessment.

4.1.3 Trip rate estimates for “mixed private/affordable housing” residential sites suggest peak hour average trip rates as outlined in Table TS4.1 below (detailed TRICS printouts are provided in Appendix TS3 to this report).

Table TS4.1: Average Residential Development Trip Rates Trip Rates (per dwelling) Arrivals Departures Total Residential – Average AM Peak (08:00-09:00) 0.129 0.312 0.441 PM Peak (17:00-18:00) 0.318 0.188 0.506

4.1.4 Application of these trip rates to the proposed maximum development size of 23 dwellings at the Woodlands Farm site, provides the following estimate of trip demand:

Table TS4.2: Predicted Average Development Trip Demand Trip Total Arrivals Departures Total Residential – Average AM Peak (08:00-09:00) 3 7 10

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PM Peak (17:00-18:00) 7 5 12

4.1.5 The above analysis demonstrates that the proposal scheme is not anticipated to generate a substantive level of peak hour travel demand, with maximum two-way vehicle movements being just 12 vehicles per hour. Such levels of traffic are the equivalent of 1 vehicle movement every 5 minutes and are unlikely to result in any noticeable impact upon local network operating conditions. Indeed, setting the above flows into the context of their proportional effect on prevailing flows along the route of Dodds Lane identifies the following:

Table TS4.3: Proportional Impact of Development Trip Demand 2014 Development Proportional Background traffic Impact Traffic

AM Peak (08:00-09:00) 519 10 1.9% PM Peak (16:45-17:45) 531 12 2.3%

4.1.6 Review of Table TS4.3 identifies that, when set against the observed 2014 background traffic flows, the proportional impact of the proposed residential development would stand at just 1.9-2.3%. It is therefore considered that the proposed residential development would not give rise to any material impact on the existing local highway network.

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5.0 SUMMARY

5.1 Introduction

5.1.1 This Transport Statement has been prepared by Axis in support of a planning application made by Wales and West Housing for the development of up to 23 affordable residential dwellings on land at Woodlands Farm, off Dodds Lane, Wrexham.

5.1.2 This report includes a review of existing local conditions, consideration of the development scheme, review of the proposed site access strategy and an analysis of the likely trip generation of the development.

5.2 Site Location & Existing Highway Conditions

5.2.1 The Woodlands Farm proposal site forms a broadly rectangular shaped parcel land lying to the immediate north of the route of Dodds Lane, and more strategically, lying to the north of the A483(T) and Wrexham Town Centre.

5.2.2 Dodds Lane serves as a local distributor route between the settlements of Rhosrobin, to the southeast, and Gwersyllt, to the northwest. Approximately 500m to the northwest of the site the local distributor route of Hope Street forms a signalised junction with the primary route of the A541 Mold Road.

Existing Observed Traffic Demand

5.2.3 Background traffic levels on the local highway network have been established through the review of traffic survey data submitted in support of a planning application on land at Rhosrobin in 2014. Classified turning count surveys were carried out at the junction of Rhosrobin Road/A5425 Llay New Road during March 2014, and identify that movements peaked during the traditional AM and PM periods (observed as 08:00-09:00 & 16:45-17:45

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5.2.4 Prevailing traffic levels illustrate a general tidal flow pattern eastbound movement along Dodds Lane/Rhosrobin Road being more dominant during the AM period and westbound trips along this route being the peak demand during the PM peak. It is considered that this observed tidal flow reflects journey to work movements to/from the main centre of Wrexham to the south of the site. Maximum two-way traffic flow is noted as occurring during the PM peak hour, with up to 551 two-way movements recorded along Dodds Lane/Rhosrobin Road. This figure falls to 519 two- way movements during the AM peak hour.

Personal Injury Accident Records

5.2.5 Personal Injury Accident data (PIA) for the local highway network to the site has been obtained for the most recent five-year period of 1 January 2013 – 30 June 2017. Review of this information has identified a total of just 4 personal injury accident incidents have been recorded within the illustrated search area, all of which were classified as being slight in nature except one, which was serious. Overall, however, it has been concluded that the review of road traffic incident data has demonstrated that there are no material highway safety issues within the vicinity of the site.

Site Accessibility

5.2.6 The location of the proposal site is anticipated to allow for a range of everyday journeys to be undertaken on foot or by cycle. Analysis of the local catchment area identifies that the site would fall within an acceptable walking distance of a range of key facilities, including local primary schools, and local convenience stores. In addition, the site lies within a 5km cycle distance of the main local centre of Wrexham.

5.2.7 In addition to walking and cycling opportunities, the site is located within acceptable walking distance of local bus and rail services, which provide frequent onward connections to key local destination which include Wrexham, Llay, Neston and Bidston.

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5.3 Description of the Development Proposals

5.3.1 The Woodlands Farm proposal site is proposed to be developed for up to 23 affordable residential units. The site masterplan also includes for appropriate levels of car parking and turning facilities for service vehicles. Access to the development site is proposed to be taken via a new priority- controlled T-junction with the route of Dodds Lane to the site’s southern frontage. The main internal spine route of the site would be of 5.5m width, in accordance with current WCBC guidance. Visibility from the site access would be in accordance with Welsh Government guidance TAN18 for a 30mph speed limit route.

5.4 Development Trip Generation

5.4.1 Trip rates for the proposed residential redevelopment scheme have been derived from the TRICS database of development trip rates. TRICS is a widely accepted national database of historical trip demand information and contains observed traffic data for a large number of development sites. As such, it can be considered to produce reliable trip rate estimates.

5.4.2 Trip rate estimates for “mixed private/affordable housing” sites suggest peak hour trip rates which would equate to the following level of trip generation from a development of 23 dwellings:

Table TS5.1: Predicted Average Development Trip Demand Trip Total Arrivals Departures Total Residential – Average AM Peak (08:00-09:00) 3 7 10 PM Peak (17:00-18:00) 7 5 12

5.4.3 The analysis of trip generation demonstrates that the proposal scheme is not anticipated to generate a substantive level of peak hour traffic, with maximum two-way vehicle movements being just 12 vehicles per hour. Such levels of traffic are the equivalent of 1 vehicle movements every 5 minutes and are unlikely to result in any noticeable impact upon local network operating conditions.

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5.4.4 Indeed, further consideration of the development generated traffic in the context of prevailing traffic flows along Dodds Lane has identified that the proportional increase in traffic along Dodds Lane, as a result of the proposed residential redevelopment, would stand at just 1.9-2.3%. It is therefore considered that the proposed residential development would not give rise to any material impact on the existing local highway network.

5.5 Conclusions

5.5.1 It is concluded that the development of land at Woodlands Farm, off Dodds Lane in Gwersyllt, Wrexham, to deliver up to 23 residential dwellings would not result in a detrimental impact on the local highway network, either in operational or highway safety terms.

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DRAWINGS 5 077 Existing trees on PLOTS Common Ash adjacent field Fraxinus excelsior TYPE 1 - 4P2B HOUSE 14, 15, 16, 17, 18 & 19 Hawthorn Crataegus monogyna 23 TYPE 2 - 5P3B HOUSE 20, 21, 22 & 23 English Oak Quercus robur TYPE 3 - BUNGALOW 7, 8 & 9

4 22 TYPE 4 - 5P3B LCHO 1, 2, 3, 4, 5 & 6 1 in 3 bank with geotextile grid 077 ENT and low maintenance planting. M TYPE 5 - WUF 10 - 13 SE EA R 21 WE SE Common Ash 14 Fraxinus excelsior 20 3 077 Common Ash Fraxinus excelsior 55 19 00

Wild Cherry CSO Prunus avium 18 CHAMBER Common Ash Fraxinus excelsior 17 55 Gardens shown as 1 in 00 10 (max 1 in 8) 16

English Oak 14 Quercus robur Existing mature hedgerow of native trees and shrubs forming natural landscape buffer: • Hawthorn • Holly • Common Ash

c • Elder a S • Hazel 2 SEWER - e • English Oak d 077 EASEMENT l - • English Elm u Sewer alignment based • Wild Cherry C T on survey by others 10-13 w N Typical scrub grasses and perennials e E

N M E N S A E Y L 1 in 3 bank with R L geotextile grid and low E - W maintenance planting. E Y S - 9 N E P

Gardens shown as 1 in 8 English Oak 10 (max 1 in 8) Quercus robur 6 7 1 5

Lombardy Poplar Populus nigra 'Italica' 4

New access point to path 1 3 077 D O 2 Existing hedgerow D providing connectivity D Maintain existing to the proposed GCN S trees/shrubs where possible management area LA 1 N New native hedgerow d E a o R Existing farmhouse s s e buildings to be demolished c c A te i T S N Maintain existing timber w E 3no. Scots Pine and 1no. Field e boundary fence and make good Maple removed to provide new N Amenity Space M where necessary 55 E pavement to road. Mitigation of their 00 S 1840m² A removal will be made by planting E variety of native species along this R E 0 edge with a higher density and more 0 4 W Provide additional hedgerow and diverse selection of trees and shrubs 2 E S trees to Western boundary as well as providing a more K ISSUED FOR PLANNING 16/08/18 IO attractive frontage to Dodds Lane J LCHO HOUSE TYPE CHANGED. PATHS 13/08/18 IO AND GARDEN LEVELS CHANGED. H BOUNDARY AMENDED TO INCLUDE 20/07/18 DP LINKING HEDGEROW. SPEED BUMPS OMITTED. ADDITIONAL TREES AND New hedge planted along boundary to HEDGE ADDED TO EASTERN Dodds Lane using native species where BOUNDARY existing hedge is removed to provide site G ADDITIONAL PLOT ADDED, 06/07/18 DP access and public footpath APARTMENT PARKING ALTERED, SPEED BUMPS ADDED F SEWER EASEMENT ADJUSTED TO 25/06/18 DP ALIGN WITH SURVEY. HOUSES/FLATS Visibility splay to improved site access ADJUSTED TO SUIT EASEMENT (43m x 2.4m to Highway Approval) E LAYOUT AMENDED AS PER CLIENT 24/05/18 DP MEETING REQUESTS ON 11/05/18 D LAYOUT AMENDED AS PER REVISED 04/05/18 DP NORTH CLIENT BRIEF RECEIVED 16/04/18 C APARTMENT PARKING AMENDED. 20/03/18 DP Existing hedgerow maintained once the ROAD AMENDED TO 5.5m visibility splay is acheieved, forming the B PARKING LAYOUT CHANGED 14/03/18 MR road edge to avoid coalescence of AROUND PLOTS 18-22 settlements A RADIUS OF ROAD UPDATED, 28/02/18 MR PAVEMENT ALONG DODDS LANE & AMENITY SPACE AREA REDUCED

REV DESCRIPTION DATE BY PLANTED AREA THIS DRAWING IS THE COPYRIGHT OF AINSLEY GOMMON ARCHITECTS. WORK TO PROPOSED LAYOUT AND MASTERPLAN FIGURED DIMENSIONS ONLY. CHECK ALL DIMENSIONS ON SITE. ANY DISCREPANCIES TO BE NOTIFIED TO THE ARCHITECT. ELEMENTS OF STRUCTURE SHOWN ARE INDICATIVE AND FOR GUIDANCE. FINAL 1 : 500 DESIGN TO BE AS STRUCTURAL ENGINEERS DETAILS AND SPECIFICATION. PROJECT SPECIMEN TREES WOODLANDS FARM, Where labelled, the trees are mature DODDS LANE existing trees, identified on the Aroboricultural Survey for WWHA

DRAWING TITLE

ROTARY DRYER PROPOSED SITE LAYOUT

SHED SCALE DATE DRAWN CHECKED As @A1 26/02/18 MR DP/SV SITE BOUNDARY DRAWINGindicated STATUS PLANNING OWNERSHIP BOUNDARY JOB No DRAWING No REVISION C861 070 K SEWER EASEMENT

0m 10m 20m 30m 40m 50m AMENITY AREA THE OLD POLICE STATION, 15 GLYNNE WAY, HAWARDEN, CH5 VISUAL SCALE 1:500 @ A1 Tel: 01244 537 100 | [email protected] | www.agarchitects.co.uk Ainsley Gommon Architects Ltd. Registered in England & Wales No.4187948 Registered Office: 1 Price Street, Hamilton Square, Birkenhead CH41 6JN

A1 PRINTED:15/08/2018 16:56:53 A1

FIGURES Site Location

Figure TS1 Strategic Site Location Plan Camellia House 76 Water Lane, Wilmslow 1957-01 Woodlands Farm Residential Development, Wrexham August 2018 Cheshire, SK9 5BB Site Location

Figure TS2 Site Location Plan – Immediate Context Camellia House 76 Water Lane, Wilmslow 1957-01 Woodlands Farm Residential Development, Wrexham August 2018 Cheshire, SK9 5BB B5425 Llay New AM Peak Period Road 424 633 23 24 447 609 57 576 330 1 23 8 56 553 322 105 1 104 225 7 218

Rhosrobin Road

197 7 204

141 320 6 22 147 342 461 801 28 30 489 771

B5425 Llay New Road PM Peak Period 518 493 10 10 528 483 108 385 206 1 9 7 107 376 199 74 2 72 132 5 127

Rhosrobin Road

352 7 359

245 446 6 8 251 454 Key 691 517 14 14 10 total vehciles 705 503 2 HGVs 12 PCUs

Figure TS3 2014 Surveyed Traffic Flows Camellia House 76 Water Lane, Wilmslow Cheshire, SK9 5BB 1957-01 Woodlands Farm Residential Development Site, Wrexham August 2018 Figure TS4 Personal Injury Accident Data (01/01/12 – 30/06/17) Camellia House 76 Water Lane, Wilmslow 1957-01 Woodlands Farm Residential Development, Wrexham August 2018 Cheshire, SK9 5BB Site Location

Key

Gwersyllt CP School Gwersyllt Support Centre Gwersyllt Train Station Convenience store/supermarket

800m & 1.2km Walking Catchment Camellia House Figure TS5 76 Water Lane, Wilmslow Cheshire, SK9 5BB 1957-01 Woodlands Farm Residential Development, Wrexham August 2018 Site Location

Figure TS6 5km Cycle Catchment Camellia House 76 Water Lane, Wilmslow 1957-01 Woodlands Farm Residential Development, Wrexham August 2018 Cheshire, SK9 5BB Site Location

Key

Traffic Free Cycle Route

On Road Cycle Route

Figure TS7 Local Cycle Network Routes Camellia House 76 Water Lane, Wilmslow 1957-01 Woodlands Farm Residential Development, Wrexham August 2018 Cheshire, SK9 5BB

APPENDICES

APPENDIX TS1 Crash Report including Vehicle and Casualty Information

Crash Date: Tuesday, September 23, 2014 Time of Crash: 3:05:00 PM Crash Reference: 201460R150727

Highest Injury Severity: Serious Number of Vehicles: 1 Number of Casualties: 1

Highway Authority: Wrexham OS Grid Reference: 332197 353188

Local Authority: Wrexham County Borough

Road Number: U0 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 20 Junction Control: Authorised person

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: T or staggered junction

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) -1 Male 46 - 55 Vehicle is in the act of turning right

Casualties Vehicle Ref Casualty Ref Injury Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement Severity 1 1 Serious Pedestrian Female 36 - 45 In centre of carriageway, not on refuge, Unknown or other central island or central reservation

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

7/5/2016 12:13:59 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 1 Crash Date: Saturday, January 17, 2015 Time of Crash: 3:45:00 PM Crash Reference: 201560S007854

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

Highway Authority: Wrexham Number of Vehicles: 1

Local Authority: Wrexham OS Grid Reference: 332570 352978

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: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Not Applicable

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Page 1 of 2 1/15/2018 1:57:10 PM 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 -1 Female 21 - 25 Vehicle is passing a stationary vehicle on Front Other None None hire) its offside

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Serious Pedestrian Male 6 - 10 In carriageway, crossing elsewhere Crossing from driver's nearside - masked by parked or stationary vehicle

Accident Description: Accident description text currently unavailable for this highway authority / police force

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Page 2 of 2 1/15/2018 1:57:10 PM Crash Date: Saturday, July 16, 2016 Time of Crash: 12:03:00 AM Crash Reference: 201660U104175

Highest Injury Severity: Serious Road Number: U0 Number of Casualties: 3

Highway Authority: Wrexham Number of Vehicles: 3

Local Authority: Wrexham County Borough OS Grid Reference: 332427 353033

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 30

Light Conditions: Darkness: no street lighting

Carriageway Hazards: None

Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Not Applicable

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Page 1 of 3 1/15/2018 12:01:07 PM 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 -1 Male 21 - 25 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend 2 Car (excluding private -1 Female 36 - 45 Vehicle is parked in the carriageway Back Other None None hire) 3 Car (excluding private -1 Female 56 - 65 Vehicle is parked in the carriageway Back Other None None hire)

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Driver or rider Male 21 - 25 Unknown or other Unknown or other 1 2 Slight Vehicle or pillion Female 21 - 25 Unknown or other Unknown or other passenger 1 3 Serious Vehicle or pillion Female 21 - 25 Unknown or other Unknown or other passenger

Accident Description: Not Available

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Page 2 of 3 1/15/2018 12:01:07 PM For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 3 of 3 1/15/2018 12:01:07 PM 2017 data is provisional and is subject to change Crash Date: Friday, May 12, 2017 Time of Crash: 11:45:00 PM Crash Reference: 201760V068302

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

Highway Authority: Wrexham Number of Vehicles: 1

Local Authority: Wrexham County Borough OS Grid Reference: 332172 353224

Weather Description: Fine without high winds

Road Surface Description: Wet or Damp

Speed Limit: 20

Light Conditions: Darkness: street lights present and lit

Carriageway Hazards: None

Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Unknown

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 1 of 2 1/15/2018 11:59:32 AM 2017 data is provisional and is subject to change 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 -1 Male 45-54 Vehicle proceeding normally along the Unknown Other None None hire) carriageway, not on a bend

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Pedestrian Male 25-34 In carriageway, crossing elsewhere Crossing from driver's nearside

Accident Description: Accident description text currently unavailable for this highway authority / police force

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 2 of 2 1/15/2018 11:59:32 AM

APPENDIX TS2 33 Wrecsam/Wrexham - Llay via Rhosddu, Gwersyllt & Bradley Monday to Saturday (not Bank Hol Mondays) : Llun i Sadwrn henblaw GwyliauCyhoeddus ARRIVA BUSES WALES Days / Dyddiau: NS Wrexham, Bus Station [3] 0640 0700 0720 0740 0800 0820 0840 0900 0920 0940 1000 1020 1040 1100 1120 1140 1200 1220 1240 Rhosddu 0642 0702 0722 0742 0802 0822 0842 0902 0922 0942 1002 1022 1042 1102 1122 1142 1202 1222 1242 Rhosrobin 0646 0706 0726 0746 0806 0826 0846 0906 0926 0946 1006 1026 1046 1106 1126 1146 1206 1226 1246 Gwersyllt 0648 0708 0728 0748 0808 0828 0848 0908 0928 0948 1008 1028 1048 1108 1128 1148 1208 1228 1248 Gwersyllt, Park Wall 0650 0710 0730 0750 0810 0830 0850 0910 0930 0950 1010 1030 1050 1110 1130 1150 1210 1230 1250 Bradley Circle 0653 0713 0733 0753 0813 0833 0853 0913 0933 0953 1013 1033 1053 1113 1133 1153 1213 1233 1253 Llay British Legion 0659 0719 0739 0759 0819 0839 0859 0919 0939 0959 1019 1039 1059 1119 1139 1159 1219 1239 1259 Llay, First Avenue 0701 0721 0741 0801 0821 0841 0901 0921 0941 1001 1021 1041 1101 1121 1141 1201 1221 1241 1301 Llay, Pentre Street 0705 0725 0745 0805 0825 0845 0905 0925 0945 1005 1025 1045 1105 1125 1145 1205 1225 1245 1305

Wrexham, Bus Station [3] 1300 1320 1340 1400 1420 1440 1500 1520 1540 1600 1620 1640 1700 1720 1740 1800 1830 1930 2030 Rhosddu 1302 1322 1342 1402 1422 1442 1502 1522 1542 1602 1622 1642 1702 1722 1742 1802 1832 1932 2032 Rhosrobin 1306 1326 1346 1406 1426 1446 1506 1526 1546 1606 1626 1646 1706 1726 1746 1806 1836 1936 2036 Gwersyllt 1308 1328 1348 1408 1428 1448 1508 1528 1548 1608 1628 1648 1708 1728 1748 1808 1838 1938 2038 Gwersyllt, Park Wall 1310 1330 1350 1410 1430 1450 1510 1530 1550 1610 1630 1650 1710 1730 1750 1810 1840 1940 2040 Bradley Circle 1313 1333 1353 1413 1433 1453 1513 1533 1553 1613 1633 1653 1713 1733 1753 1813 1843 1943 2043 Llay British Legion 1319 1339 1359 1419 1439 1459 1519 1539 1559 1619 1639 1659 1719 1739 1759 1819 1847 1947 2047 Llay, First Avenue 1321 1341 1401 1421 1441 1501 1521 1541 1601 1621 1641 1701 1721 1741 1801 1821 1849 1949 2049 Llay, Pentre Street 1325 1345 1405 1425 1445 1505 1525 1545 1605 1625 1645 1705 1725 1745 1805 1825 1852 1952 2052

Wrexham, Bus Station [3] 2130 2245 Rhosddu 2132 2247 Rhosrobin 2136 2251 Gwersyllt 2138 2253 Gwersyllt, Park Wall 2140 2255 Bradley Circle 2143 2258 Llay British Legion 2147 2302 Llay, First Avenue 2149 2304 Llay, Pentre Street 2152 2307 NS: Dim Dydd Sadwrn / Not Saturdays

33 Wrecsam/Wrexham - Llay via Rhosddu, Gwersyllt & Bradley Sunday & Bank Holidays Only - Suliau a Gwyliau Cyhoeddus ARRIVA BUSES WALES Wrexham, Bus Station [3] 1005 1105 1205 1305 1405 1505 1605 1705 1805 Rhosddu 1007 1107 1207 1307 1407 1507 1607 1707 1807 Rhosrobin 1011 1111 1211 1311 1411 1511 1611 1711 1811 Gwersyllt 1013 1113 1213 1313 1413 1513 1613 1713 1813 Gwersyllt, Park Wall 1015 1115 1215 1315 1415 1515 1615 1715 1815 Bradley Circle 1018 1118 1218 1318 1418 1518 1618 1718 1818 Llay British Legion 1024 1124 1224 1324 1424 1524 1624 1724 1824 Llay, First Avenue 1026 1126 1226 1326 1426 1526 1626 1726 1826 Llay, Pentre Street 1030 1130 1230 1330 1430 1530 1630 1730 1830

33 Llay to Wrecsam/Wrexham via Bradley, Gwersyllt & Rhosddu Monday to Saturday (not Bank Hol Mondays) : Llun i Sadwrn henblaw GwyliauCyhoeddus ARRIVA BUSES WALES NS Llay, Pentre Street 0705 0725 0745 0805 0825 0845 0905 0925 0945 1005 1025 1045 1105 1125 1145 1205 1225 1245 1305 Bradley, Circle 0710 0730 0750 0810 0830 0850 0910 0930 0950 1010 1030 1050 1110 1130 1150 1210 1230 1250 1310 Gwersyllt, Park Wall 0712 0732 0752 0812 0832 0852 0912 0932 0952 1012 1032 1052 1112 1132 1152 1212 1232 1252 1312 Rhosrobin 0716 0736 0756 0816 0836 0856 0916 0936 0956 1016 1036 1056 1116 1136 1156 1216 1236 1256 1316 Rhosddu 0721 0741 0801 0821 0841 0901 0921 0941 1001 1021 1041 1101 1121 1141 1201 1221 1241 1301 1321 Wrexham, Bus Station 0723 0743 0803 0823 0843 0903 0923 0943 1003 1023 1043 1103 1123 1143 1203 1223 1243 1303 1323

Llay, Pentre Street 1325 1345 1405 1425 1445 1505 1525 1545 1605 1625 1645 1705 1725 1745 1805 1825 1852 1952 2052 Bradley, Circle 1330 1350 1410 1430 1450 1510 1530 1550 1610 1630 1650 1710 1730 1750 1810 1830 1857 1957 2057 Gwersyllt, Park Wall 1332 1352 1412 1432 1452 1512 1532 1552 1612 1632 1652 1712 1732 1752 1812 1832 1859 1959 2059 Rhosrobin 1336 1356 1416 1436 1456 1516 1536 1556 1616 1636 1656 1716 1736 1756 1816 1836 1903 2003 2103 Rhosddu 1341 1401 1421 1441 1501 1521 1541 1601 1621 1641 1701 1721 1741 1801 1821 1841 1908 2008 2108 Wrexham, Bus Station 1343 1403 1423 1443 1503 1523 1543 1603 1623 1643 1703 1723 1743 1803 1823 1843 1910 2010 2110

Llay, Pentre Street 2152 Bradley, Circle 2157 Gwersyllt, Park Wall 2159 Rhosrobin 2203 Rhosddu 2208 Wrexham, Bus Station 2210

NS: Dim Dydd Sadwrn / Not Saturdays

33 Llay to Wrecsam/Wrexham via Bradley, Gwersyllt & Rhosddu Sunday & Bank Holidays Only - Suliau a Gwyliau Cyhoeddus ARRIVA BUSES WALES Llay, Pentre Street 1030 1130 1230 1330 1430 1530 1630 1730 1830 Bradley, Circle 1035 1135 1235 1335 1435 1535 1635 1735 1835 Gwersyllt, Park Wall 1037 1137 1237 1337 1437 1537 1637 1737 1837 Rhosrobin 1041 1141 1241 1341 1441 1541 1641 1741 1841 Rhosddu 1046 1146 1246 1346 1446 1546 1646 1746 1846 Wrexham, Bus Station 1048 1148 1248 1348 1448 1548 1648 1748 1848

34 Wrexham – Trevalyn, via Pandy, Llay & Burton Wednesday, Friday, Saturday (Except Public Holidays) Dydd Mercher, Dydd Gwener, Dydd Sadwrn (Henblaw Gwyliau Cyhoedddus) Wrexham Taxis Wrexham, Bus Station [7] 0945 1145 1545 Garden Village Shops 0949 1149 1549 Pandy 0953 1153 1553 Gwersyllt, Shopping Centre 0957 1157 1557 Bradley, Post Office 0959 1159 1559 Llay New Road 1002 1202 1602 Llay, Gresford Road 1008 1208 1608 Burton 1012 1212 1612 Rossett, The Park 1019 1219 1619 Trevalyn 1021 1221 1621

34 Trevalyn - Wrexham via Burton, Llay & Pandy Wednesday, Friday, Saturday (Except Public Holidays) Dydd Mercher, Dydd Gwener, Dydd Sadwrn (Henblaw Gwyliau Cyhoedddus) Trevalynz 1023 1223 1623 Rossett, The Park 1025 1225 1625 Burton, Nurseries 1029 1229 1629 Llay, Gresford Road 1038 1238 1638 Llay, New Road 1040 1240 1640 Bradley, Post Office 1044 1244 1644 Gwersyllt, School 1046 1246 1646 Pandy 1051 1251 1651 Garden Village Shops 1055 1255 1655 Wrexham, Bus Station 1059 1259 1659

Calculation Reference: AUDIT-339901-160705-0739 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : M - MIXED PRIVATE/AFFORDABLE HOUSING VEHICLES

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 2 days HC HAMPSHIRE 1 days SC SURREY 1 days WS WEST SUSSEX 3 days 03 SOUTH WEST BR BRISTOL CITY 1 days DV DEVON 1 days 05 EAST MIDLANDS DS DERBYSHIRE 1 days LE LEICESTERSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days 08 NORTH WEST MS MERSEYSIDE 2 days 09 NORTH DH DURHAM 1 days 10 WALES CM CARMARTHENSHIRE 1 days VG VALE OF GLAMORGAN 1 days 11 SCOTLAND HI HIGHLAND 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 05/07/16 Page 2 Axis 76 Water Lane Wilmslow Licence No: 339901

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 74 (units: ) Range Selected by User: 14 to 75 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/08 to 22/10/15

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

Selected survey days: Monday 3 days Tuesday 3 days Wednesday 4 days Thursday 4 days Friday 4 days

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

Selected survey types: Manual count 18 days Directional ATC Count 0 days

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

Selected Locations: Suburban Area (PPS6 Out of Centre) 11 Edge of Town 6 Neighbourhood Centre (PPS6 Local Centre) 1

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

Selected Location Sub Categories: Residential Zone 17 Village 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Filtering Stage 3 selection:

Use Class: C 3 18 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 05/07/16 Page 3 Axis 76 Water Lane Wilmslow Licence No: 339901

Filtering Stage 3 selection (Cont.):

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

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

Population within 5 miles: 5,001 to 25,000 4 days 25,001 to 50,000 1 days 50,001 to 75,000 1 days 75,001 to 100,000 3 days 100,001 to 125,000 2 days 125,001 to 250,000 3 days 250,001 to 500,000 4 days

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

Car ownership within 5 miles: 0.6 to 1.0 5 days 1.1 to 1.5 12 days 1.6 to 2.0 1 days

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

Travel Plan: Yes 5 days No 13 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 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 05/07/16 Page 4 Axis 76 Water Lane Wilmslow Licence No: 339901

LIST OF SITES relevant to selection parameters

1 BR-03-M-02 BLOCKS OF FLATS BRISTOL CITY CLARENCE ROAD

BRISTOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 2 Survey date: MONDAY 12/10/09 Survey Type: MANUAL 2 CM-03-M-02 HOUSES & FLATS CARMARTHENSHIRE COLLEGE ROAD

CARMARTHEN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 9 Survey date: TUESDAY 14/10/14 Survey Type: MANUAL 3 DH-03-M-02 SEMI DET. & DETACHED DURHAM PUDSEY WALK

DARLINGTON Edge of Town Residential Zone Total Number of dwellings: 3 9 Survey date: WEDNESDAY 10/11/10 Survey Type: MANUAL 4 DS-03-M-01 TERRACED/SEMI DETACHED DERBYSHIRE COCKAYNE STREET BOULTON DERBY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 2 Survey date: TUESDAY 21/10/14 Survey Type: MANUAL 5 DV-03-M-01 HOUSES & FLATS DEVON TOPSHAM ROAD

EXETER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 6 1 Survey date: THURSDAY 06/10/11 Survey Type: MANUAL 6 ES-03-M-01 HOUSES & FLATS EAST SUSSEX A26 CROWBOROUGH RD FIVE ASH DOWN VILLAGE NEAR UCKFIELD Neighbourhood Centre (PPS6 Local Centre) Village Total Number of dwellings: 7 4 Survey date: WEDNESDAY 20/06/12 Survey Type: MANUAL 7 ES-03-M-03 MIXED HOUSES EAST SUSSEX FIELD END

MARESFIELD Edge of Town Residential Zone Total Number of dwellings: 6 8 Survey date: WEDNESDAY 02/10/13 Survey Type: MANUAL TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 05/07/16 Page 5 Axis 76 Water Lane Wilmslow Licence No: 339901

LIST OF SITES relevant to selection parameters (Cont.)

8 HC-03-M-05 HOUSES & FLATS HAMPSHIRE WIMPSON LANE MAYBUSH SOUTHAMPTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 6 2 Survey date: FRIDAY 03/10/14 Survey Type: MANUAL 9 HI-03-M-05 SEMI-DETACHED HIGHLAND CALEDONIAN ROAD DALNEIGH INVERNESS Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 3 Survey date: FRIDAY 13/05/11 Survey Type: MANUAL 10 LE-03-M-01 SEMI DETACHED LEICESTERSHIRE RYDER ROAD BRAUNSTONE FRITH LEICESTER Edge of Town Residential Zone Total Number of dwellings: 1 6 Survey date: THURSDAY 27/09/12 Survey Type: MANUAL 11 MS-03-M-02 TERRACED MERSEYSIDE LOVEL ROAD SPEKE LIVERPOOL Edge of Town Residential Zone Total Number of dwellings: 2 7 Survey date: FRIDAY 21/06/13 Survey Type: MANUAL 12 MS-03-M-03 SEMI DETACHED/TERRACED MERSEYSIDE LOVEL ROAD SPEKE LIVERPOOL Edge of Town Residential Zone Total Number of dwellings: 2 4 Survey date: FRIDAY 21/06/13 Survey Type: MANUAL 13 NY-03-M-03 SEMI D./TERRACED NORTH YORKSHIRE CAWTHORN AVENUE

HARROGATE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 4 Survey date: THURSDAY 11/09/08 Survey Type: MANUAL 14 SC-03-M-05 HOUSES & FLATS SURREY HOLYWELL WAY STANWELL STAINES Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 2 Survey date: MONDAY 19/11/12 Survey Type: MANUAL 15 VG-03-M-01 SEMI-DET./TERRACED VALE OF GLAMORGAN SKOMER ROAD

BARRY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 0 Survey date: MONDAY 18/10/10 Survey Type: MANUAL TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 05/07/16 Page 6 Axis 76 Water Lane Wilmslow Licence No: 339901

LIST OF SITES relevant to selection parameters (Cont.)

16 WS-03-M-03 TERRACED & FLATS WEST SUSSEX UPPER SHOREHAM ROAD

SHOREHAM BY SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 8 Survey date: WEDNESDAY 18/04/12 Survey Type: MANUAL 17 WS-03-M-06 SEMI DETACHED/DETACHED WEST SUSSEX SOUTHFIELDS CLOSE

CHICHESTER Edge of Town Residential Zone Total Number of dwellings: 6 7 Survey date: TUESDAY 27/01/15 Survey Type: MANUAL 18 WS-03-M-09 MIXED HOUSES & FLATS WEST SUSSEX ADLINGTON GARDENS

BOGNOR REGIS Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 2 Survey date: THURSDAY 22/10/15 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 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 05/07/16 Page 7 Axis 76 Water Lane Wilmslow Licence No: 339901

TRIP RATE for Land Use 03 - RESIDENTIAL/M - MIXED PRIVATE/AFFORDABLE HOUSING 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 18 46 0.070 18 46 0.260 18 46 0.330 08:00 - 09:00 18 46 0.129 18 46 0.312 18 46 0.441 09:00 - 10:00 18 46 0.149 18 46 0.174 18 46 0.323 10:00 - 11:00 18 46 0.144 18 46 0.100 18 46 0.244 11:00 - 12:00 18 46 0.143 18 46 0.150 18 46 0.293 12:00 - 13:00 18 46 0.149 18 46 0.165 18 46 0.314 13:00 - 14:00 18 46 0.167 18 46 0.168 18 46 0.335 14:00 - 15:00 18 46 0.168 18 46 0.140 18 46 0.308 15:00 - 16:00 18 46 0.207 18 46 0.165 18 46 0.372 16:00 - 17:00 18 46 0.254 18 46 0.190 18 46 0.444 17:00 - 18:00 18 46 0.318 18 46 0.188 18 46 0.506 18:00 - 19:00 18 46 0.278 18 46 0.157 18 46 0.435 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.176 2.169 4.345

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 - 74 (units: ) Survey date date range: 01/01/08 - 22/10/15 Number of weekdays (Monday-Friday): 18 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 2

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.