Transport Statement · 2.5.4 Details of available local cycling routes and connections are...

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

August 2018 i MH/1957-01-TS02a

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


Transport Statement

August 2018 1 MH/1957-01-TS02a

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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August 2018 2 MH/1957-01-TS02a

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.


Transport Statement

August 2018 3 MH/1957-01-TS02a

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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August 2018 4 MH/1957-01-TS02a

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


Transport Statement

August 2018 5 MH/1957-01-TS02a

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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August 2018 6 MH/1957-01-TS02a

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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August 2018 7 MH/1957-01-TS02a

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 Number

Route Description Pk hour

frequency Day Time 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


Transport Statement

August 2018 8 MH/1957-01-TS02a

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.


Transport Statement

August 2018 9 MH/1957-01-TS02a

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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August 2018 10 MH/1957-01-TS02a

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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August 2018 11 MH/1957-01-TS02a

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


AM Peak (08:00-09:00) 3 7 10


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August 2018 12 MH/1957-01-TS02a

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

Background Traffic

Development traffic

Proportional Impact

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.


Transport Statement

August 2018 13 MH/1957-01-TS02a

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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August 2018 14 MH/1957-01-TS02a

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.


Transport Statement

August 2018 15 MH/1957-01-TS02a

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


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.


Transport Statement

August 2018 16 MH/1957-01-TS02a

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.

DRAWINGS

TYPE 1 - 4P2B HOUSE

TYPE 2 - 5P3B HOUSE

TYPE 4 - 5P3B LCHO

PLOTS

14, 15, 16, 17, 18 & 19

20, 21, 22 & 23

7, 8 & 9TYPE 3 - BUNGALOW

TYPE 5 - WUF

1, 2, 3, 4, 5 & 6

10 - 13

SEWER EASEMENT

SEWER EASEMENT

DO

DDS LA

NE

NO

RT

H

1

2

3

4

7

10-13

14

15

16

17

18

19

20

21

22

SEWER EASEMENT

CSO

CHAMBER

SEWER

EASEMENT

Lombardy Poplar

Populus nigra 'Italica'

Existing mature hedgerow of native

trees and shrubs forming natural landscape

buffer:

• Hawthorn

• Holly

• Common Ash

• Elder

• Hazel

• English Oak

• English Elm

• Wild Cherry

Typical scrub grasses and perennials

English Oak

Quercus robur

English Oak

Quercus robur

Hawthorn

Crataegus monogyna

Common Ash

Fraxinus excelsior

Wild Cherry

Prunus avium

Common Ash

Fraxinus excelsior

Common Ash

Fraxinus excelsior

Common Ash

Fraxinus excelsior

English Oak

Quercus robur

3no. Scots Pine and 1no. Field

Maple removed to provide new

pavement to road. Mitigation of their

removal will be made by planting

variety of native species along this

edge with a higher density and more

diverse selection of trees and shrubs

as well as providing a more

attractive frontage to Dodds Lane

1840m²

Amenity Space

PE

N-Y

-LLY

N

Visibility splay to improved site access

(43m x 2.4m to Highway Approval)

New hedge planted along boundary to

Dodds Lane using native species where

existing hedge is removed to provide site

access and public footpath

New Site Access Road

Maintain existing

trees/shrubs where possible

New Cul-de-Sac

1

14

Existing hedgerow maintained once the

visibility splay is acheieved, forming the

road edge to avoid coalescence of

settlements

5500

5

6

2400

5500

8

Maintain existing timber

boundary fence and make good

where necessary

New access point to path

Sewer alignment based

on survey by others

9

23

1 in 3 bank with geotextile grid

and low maintenance planting.

1 in 3 bank with

geotextile grid and low

maintenance planting.

Gardens shown as 1 in

10 (max 1 in 8)

Gardens shown as 1 in

10 (max 1 in 8)

5

077

4

077

3

077

2

077

1

077

Provide additional hedgerow and

trees to Western boundary

New native hedgerow

Existing hedgerow

providing connectivity

to the proposed GCN

management area

Existing trees on

adjacent field

5500

Existing farmhouse

buildings to be demolished

ROTARY DRYER

SHED

SPECIMEN TREES

Where labelled, the trees are mature

existing trees, identified on the

Aroboricultural Survey

PLANTED AREA

SITE BOUNDARY

OWNERSHIP BOUNDARY

SEWER EASEMENT

AMENITY AREA

SCALE DATE DRAWN CHECKED

PROJECT

REV DESCRIPTION DATE BY

THE OLD POLICE STATION, 15 GLYNNE WAY, HAWARDEN, CH5

3NSTel: 01244 537 100 | [email protected] | www.agarchitects.co.uk

DRAWING TITLE

DRAWING

STATUS PLANNING

JOB No DRAWING No REVISION

Ainsley Gommon Architects Ltd. Registered in England & Wales No.4187948

Registered Office: 1 Price Street, Hamilton Square, Birkenhead CH41 6JN

@A1

A1PRINTED:

A1

THIS DRAWING IS THE COPYRIGHT OF AINSLEY GOMMON ARCHITECTS. WORK TO

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

DESIGN TO BE AS STRUCTURAL ENGINEERS DETAILS AND SPECIFICATION.

As

indicated

15/08/2018 16:56:53

K

PROPOSED SITE LAYOUT

26/02/18 MR DP/SV

WOODLANDS FARM,

DODDS LANE

for WWHA

C861 070

1 : 500

PROPOSED LAYOUT AND MASTERPLAN

VISUAL SCALE 1:500 @ A1

50m10m 40m30m20m0m

A RADIUS OF ROAD UPDATED,

PAVEMENT ALONG DODDS LANE &

AMENITY SPACE AREA REDUCED

28/02/18 MR

B PARKING LAYOUT CHANGED

AROUND PLOTS 18-22

14/03/18 MR

C APARTMENT PARKING AMENDED.

ROAD AMENDED TO 5.5m

20/03/18 DP

D LAYOUT AMENDED AS PER REVISED

CLIENT BRIEF RECEIVED 16/04/18

04/05/18 DP

E LAYOUT AMENDED AS PER CLIENT

MEETING REQUESTS ON 11/05/18

24/05/18 DP

F SEWER EASEMENT ADJUSTED TO

ALIGN WITH SURVEY. HOUSES/FLATS

ADJUSTED TO SUIT EASEMENT

25/06/18 DP

G ADDITIONAL PLOT ADDED,

APARTMENT PARKING ALTERED,

SPEED BUMPS ADDED

06/07/18 DP

H BOUNDARY AMENDED TO INCLUDE

LINKING HEDGEROW. SPEED BUMPS

OMITTED. ADDITIONAL TREES AND

HEDGE ADDED TO EASTERN

BOUNDARY

20/07/18 DP

J LCHO HOUSE TYPE CHANGED. PATHS

AND GARDEN LEVELS CHANGED.

13/08/18 IO

K ISSUED FOR PLANNING 16/08/18 IO

FIGURES

Camellia House

76 Water Lane,

Wilmslow

Cheshire, SK9 5BB

Figure TS1 Strategic Site Location Plan

Woodlands Farm Residential Development, Wrexham1957-01 August 2018

Site Location

© Crown copyright (2012). All rights reserved. Ordnance Survey Licence No. AL 100036678

Camellia House

76 Water Lane,

Wilmslow

Cheshire, SK9 5BB

Figure TS2 Site Location Plan – Immediate Context

1957-01

Site

Location

Woodlands Farm Residential Development, Wrexham

© Crown copyright (2012). All rights reserved. Ordnance Survey Licence No. AL 100036678

August 2018

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

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

AM Peak Period

PM Peak Period

B5425 Llay New

Road

B5425 Llay New

Road

1957-01 Woodlands Farm Residential Development Site, Wrexham

Figure TS3 2014 Surveyed Traffic Flows Camellia House

76 Water Lane,

Wilmslow

Cheshire, SK9 5BBAugust 2018

Camellia House

76 Water Lane,

Wilmslow

Cheshire, SK9 5BB

Figure TS4

1957-01 Woodlands Farm Residential Development, Wrexham

Personal Injury Accident Data (01/01/12 – 30/06/17)

August 2018

Camellia House

76 Water Lane,

Wilmslow

Cheshire, SK9 5BB

Figure TS5

1957-01

800m & 1.2km Walking Catchment

© Crown copyright (2013). All rights reserved. Ordnance Survey Licence No. AL 100036678.

Woodlands Farm Residential Development, Wrexham

Key

Gwersyllt CP School

Gwersyllt Support Centre

Gwersyllt Train Station

Convenience

store/supermarket

Site

Location

August 2018

Camellia House

76 Water Lane,

Wilmslow

Cheshire, SK9 5BB

Figure TS6


5km Cycle Catchment

Site

Location

August 2018

Camellia House

76 Water Lane,

Wilmslow

Cheshire, SK9 5BB

Figure TS7


Local Cycle Network Routes

Key

Traffic Free Cycle Route

On Road Cycle Route

Site Location

August 2018

APPENDICES

APPENDIX TS1

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

Crash Reference:

SeriousHighest Injury Severity: 1Number of Vehicles: Number of Casualties: 1

WrexhamHighway Authority:

Local Authority: Wrexham County Borough

Single carriagewayRoad Type:U0 Road Number:

Fine without high winds

Dry

Weather Description:

Road Surface Description:

CasualtiesVehicle Ref Casualty Ref Injury

SeverityCasualty Class Gender Age Band Pedestrian Location Pedestrian Movement

1 1 Serious Pedestrian Female 36 - 45 In centre of carriageway, not on refuge, central island or central reservation

Unknown or other

Vehicles involvedVehicle 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

20Speed Limit:

Daylight: regardless of presence of streetlightsLight Conditions:

NoneCarriageway Hazards:

Junction Control:

T or staggered junctionJunction Detail:

No physical crossing facility within 50 metresJunction Pedestrian Crossing:

353188332197OS Grid Reference:

Authorised person

Page 1 of 17/5/2016 12:13:59 PM

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

Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org

Crash Report including Vehicle and Casualty Information

Crash Date:

Highest Injury Severity:

Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:

Carriageway Hazards:

Junction Detail:

Junction Pedestrian Crossing:

Road Type:

Junction Control: Not Applicable

Single carriageway

No physical crossing facility within 50 metres

Not at or within 20 metres of junction

None

Daylight: regardless of presence of streetlights

30

Dry


Wrexham

Wrexham

Serious

Saturday, January 17, 2015 Time of Crash:

Road Number: U0

3:45:00 PM Crash Reference:

Number of Casualties:

Number of Vehicles:

OS Grid Reference: 332570 352978

1

1

201560S007854

Page 1 of 2 1/15/2018 1:57:10 PM

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

CasualtiesVehicle 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

Vehicles involvedVehicle Ref

Vehicle Type Vehicle Age

Driver Gender

Driver Age Band

Vehicle Maneouvre First Point of Impact

Journey Purpose

Hit Object - On Carriageway

Hit Object - Off Carriageway

1 Car (excluding private hire)

-1 Female 21 - 25 Vehicle is passing a stationary vehicle on its offside

Front Other None None

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

Page 2 of 2 1/15/2018 1:57:10 PM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:

Junction Control: Not Applicable

Single carriageway



None

Darkness: no street lighting

30

Dry


Wrexham County Borough

Wrexham

Serious

Saturday, July 16, 2016 Time of Crash:

Road Number: U0

12:03:00 AM Crash Reference:


Number of Vehicles:


3

3

201660U104175

Page 1 of 3 1/15/2018 12:01:07 PM



1 1 Slight Driver or rider Male 21 - 25 Unknown or other Unknown or other

1 2 Slight Vehicle or pillion passenger

Female 21 - 25 Unknown or other Unknown or other

1 3 Serious Vehicle or pillion passenger

Female 21 - 25 Unknown or other Unknown or other



Driver Gender

Driver Age Band


Journey Purpose




-1 Male 21 - 25 Vehicle proceeding normally along the carriageway, not on a bend

Front Other None None


-1 Female 36 - 45 Vehicle is parked in the carriageway Back Other None None


-1 Female 56 - 65 Vehicle is parked in the carriageway Back Other None None

Accident Description: Not Available

Page 2 of 3 1/15/2018 12:01:07 PM


of 3 1/15/2018 12:01:07 PM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:

Junction Control: Unknown

Single carriageway



None

Darkness: street lights present and lit

20

Wet or Damp


Wrexham County Borough

Wrexham

Slight

Friday, May 12, 2017 Time of Crash:

Road Number: U0

11:45:00 PM Crash Reference:


Number of Vehicles:


1

1

201760V068302

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


2017 data is provisional and is subject to change


1 1 Slight Pedestrian Male 25-34 In carriageway, crossing elsewhere Crossing from driver's nearside



Driver Gender

Driver Age Band


Journey Purpose




-1 Male 45-54 Vehicle proceeding normally along the carriageway, not on a bend

Unknown Other None None

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

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


2017 data is provisional and is subject to change

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

APPENDIX TS3

TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 05/07/16

Page 1

Axis 76 Water Lane Wilmslow Licence No: 339901

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


Page 2


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®.


Page 3


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.


Page 4


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


Residential Zone


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


Survey date: WEDNESDAY 10/11/10 Survey Type: MANUAL

4 DS-03-M-01 TERRACED/SEMI DETACHED DERBYSHIRE

COCKAYNE STREET

BOULTON

DERBY


Residential Zone



5 DV-03-M-01 HOUSES & FLATS DEVON

TOPSHAM ROAD

EXETER


Residential Zone


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



7 ES-03-M-03 MIXED HOUSES EAST SUSSEX

FIELD END

MARESFIELD

Edge of Town

Residential Zone




Page 5


LIST OF SITES relevant to selection parameters (Cont.)

8 HC-03-M-05 HOUSES & FLATS HAMPSHIRE

WIMPSON LANE

MAYBUSH

SOUTHAMPTON


Residential Zone


Survey date: FRIDAY 03/10/14 Survey Type: MANUAL

9 HI-03-M-05 SEMI-DETACHED HIGHLAND

CALEDONIAN ROAD

DALNEIGH

INVERNESS


Residential Zone



10 LE-03-M-01 SEMI DETACHED LEICESTERSHIRE

RYDER ROAD

BRAUNSTONE FRITH

LEICESTER

Edge of Town

Residential Zone



11 MS-03-M-02 TERRACED MERSEYSIDE

LOVEL ROAD

SPEKE

LIVERPOOL

Edge of Town

Residential Zone



12 MS-03-M-03 SEMI DETACHED/TERRACED MERSEYSIDE

LOVEL ROAD

SPEKE

LIVERPOOL

Edge of Town

Residential Zone



13 NY-03-M-03 SEMI D./TERRACED NORTH YORKSHIRE

CAWTHORN AVENUE

HARROGATE


Residential Zone



14 SC-03-M-05 HOUSES & FLATS SURREY

HOLYWELL WAY

STANWELL

STAINES


Residential Zone



15 VG-03-M-01 SEMI-DET./TERRACED VALE OF GLAMORGAN

SKOMER ROAD

BARRY


Residential Zone




Page 6


LIST OF SITES relevant to selection parameters (Cont.)

16 WS-03-M-03 TERRACED & FLATS WEST SUSSEX

UPPER SHOREHAM ROAD

SHOREHAM BY SEA


Residential Zone



17 WS-03-M-06 SEMI DETACHED/DETACHED WEST SUSSEX

SOUTHFIELDS CLOSE

CHICHESTER

Edge of Town

Residential Zone



18 WS-03-M-09 MIXED HOUSES & FLATS WEST SUSSEX

ADLINGTON GARDENS

BOGNOR REGIS


Residential Zone



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.


Page 7


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

18 46 0.070 18 46 0.260 18 46 0.33007:00 - 08:00

18 46 0.129 18 46 0.312 18 46 0.44108:00 - 09:00

18 46 0.149 18 46 0.174 18 46 0.32309:00 - 10:00

18 46 0.144 18 46 0.100 18 46 0.24410:00 - 11:00

18 46 0.143 18 46 0.150 18 46 0.29311:00 - 12:00

18 46 0.149 18 46 0.165 18 46 0.31412:00 - 13:00

18 46 0.167 18 46 0.168 18 46 0.33513:00 - 14:00

18 46 0.168 18 46 0.140 18 46 0.30814:00 - 15:00

18 46 0.207 18 46 0.165 18 46 0.37215:00 - 16:00

18 46 0.254 18 46 0.190 18 46 0.44416:00 - 17:00

18 46 0.318 18 46 0.188 18 46 0.50617:00 - 18:00

18 46 0.278 18 46 0.157 18 46 0.43518:00 - 19:00

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.

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