Ponc Y Rhedyn, Benllech Proposed Residential Development ...€¦ · Pennaf Group Transport Statement Ponc Y Rhedyn, Benllech Caulmert Ltd June 2019 5 1 INTRODUCTION 1.1 Details of

CAULMERT LIMITED Engineering, Environmental & Planning

Consultancy Services

Ponc Y Rhedyn, Benllech

Proposed Residential Development

Transport Statement

Prepared by:

Caulmert Limited Intec, Parc Menai, Bangor, Gwynedd, LL57 4FG.

Doc ref: 3785.CAU.XX.XX.RP.T.0300.S4.C1

Pennaf Group Transport Statement Ponc Y Rhedyn, Benllech

Caulmert Ltd June 2019

APPROVAL RECORD

Client: Pennaf Group

Site: Ponc Y Rhedyn, Benllech

Project Title: Proposed Residential Development

Document Ref: 3785.CAU.XX.XX.RP.T.0300.S4.C1

Report Status: Draft

Project Manager: Neil Foxall

Caulmert Limited: Intec, Parc Menai, Bangor, LL57 4FG

Tel: 01248 672666

DISCLAIMER

This report has been prepared by Caulmert Limited with all reasonable skill, care and diligence in

accordance with the instruction of the above named client and within the terms and conditions of

the Contract with the Client.

The report is for the sole use of the above named Client and Caulmert Limited shall not be held

responsible for any use of the report or its content for any purpose other than that for which it was

prepared and provided to the Client.

Caulmert Limited accepts no responsibility of whatever nature to any third parties who may have

been made aware of or have acted in the knowledge of the report or its contents.

No part of this document may be copied or reproduced without the prior written approval of

Caulmert Limited.

Author AH Date June 2019

Reviewer JB Date June 2019

Approved JS Date June 2019



TABLE OF CONTENTS

1 INTRODUCTION ............................................................................................................ 5

1.1 Details of Commission ............................................................................................... 5

1.2 Limitations of this Study ............................................................................................ 5

1.3 Scope of Report ......................................................................................................... 5

2 POLICY REVIEW ............................................................................................................ 7

2.1 Introduction .............................................................................................................. 7

2.2 Planning Policy Wales Edition 9 (November 2016) ................................................... 7

2.3 Wales Transport Strategy (The Assembly, 2008) ...................................................... 8

2.4 Wales National Transport Plan (2010) ...................................................................... 8

2.5 Active Travel (Wales) Act (2013) ............................................................................... 9

2.6 North Wales Regional Transport Plan (Taith, 2009) ................................................. 9

2.7 North Wales Joint Local Transport Plan (2015) ...................................................... 10

2.8 Section Summary .................................................................................................... 10

3 EXISTING CONTEXT OF THE SITE .................................................................................. 11

3.1 Site Location and Description ................................................................................. 11

3.2 Surrounding Highway Network ............................................................................... 11

3.3 Personal-Injury Accident (PIA) Review .................................................................... 12

4 PROPOSED DEVELOPMENT ......................................................................................... 13

4.1 General .................................................................................................................... 13

4.2 Proposed Access Arrangements .............................................................................. 13

4.3 Pedestrian and Cycle Access ................................................................................... 13

4.4 Parking ..................................................................................................................... 13

4.5 Summary ................................................................................................................. 14

5 ACCESSIBILITY ............................................................................................................. 15

5.1 General .................................................................................................................... 15

5.2 Pedestrians .............................................................................................................. 15

5.3 Cyclists ..................................................................................................................... 17

5.4 Public Transport ...................................................................................................... 17

5.5 Accessibility Summary ............................................................................................. 18

6 TRIP GENERATION ...................................................................................................... 20

6.1 Introduction ............................................................................................................ 20

6.2 Vehicle Trip Generation .......................................................................................... 20



7 SUMMARY AND CONCLUSION..................................................................................... 22

Appendices

Appendix 1 – Five Year Collision Data

Appendix 2 – Proposed Development Layout

Appendix 3 – Swept Path Assessments

Appendix 4 – TRICS Output Files


Caulmert Ltd June 2019 5

1 INTRODUCTION

1.1 Details of Commission

1.1.1 Caulmert Ltd were commissioned by Pennaf Group (“the Client”) to undertake a Transport

Statement for a new residential development to the south west of Benllech in Anglesey (“the

Site”).

1.1.2 This Transport Statement (TS) has been prepared by on behalf of Pennaf Group in support of

a planning application to the Local Planning Authority, for planning permission for 27

dwellings.

1.1.3 Access to the site is proposed to be taken from the existing Lon Pant Y Cudyn / Ponc Y Rhedyn

priority junction and from the existing turning head located at the eastern extent of Ponc Y

Rhedyn itself.

1.1.4 This TS has been prepared to support the planning application and has been developed in

accordance with the current policies which govern highway matter for residential

development.

1.2 Limitations of this Study

1.2.1 This report is solely for the use of Pennaf Group and should not be relied upon by third

parties without prior written consent from Caulmert.

1.2.2 Information used within this report has been gathered from data sets compiled by third party

organisations and purchased on behalf of Pennaf Group. The validity and accuracy of this

third-party information is outside the control of Caulmert.

1.2.3 Interpretation and recommendations contained within this report should not be assumed

valid for adjacent areas of land or alternative land uses and are based upon the proposed

layout provided to Caulmert at the time of compiling this report.

1.3 Scope of Report

1.3.1 This TS considers the transport and highway implications relating to the proposals and

demonstrates that the implications are acceptable in the context of relevant planning policy.

1.3.2 This remainder of this report is structured as follows:

• Section 2 includes an appraisal of local policy;

• Section 3 describes the existing context of the site;



• Section 4 describes the proposed development;

• Section 5 provides an overview of the accessibility of the site;

• Section 6 provides an overview of the likely vehicular traffic generated by the site;

• Section 7 provides a summary and conclusions.



2 POLICY REVIEW

2.1 Introduction

2.1.1 Relevant transport policies and guidance have been reviewed at both a national and a local

level to assist in this assessment and in the shaping of the new development. These are

reviewed in turn below.

2.2 Planning Policy Wales Edition 9 (November 2016)

2.2.1 This document sets out the land use planning policies of the Welsh Government and

translates their commitment to sustainable development into the planning system. In terms

of transport, the Welsh Government aims to encourage a more effective and efficient

transport system, with greater use of the more sustainable and healthy forms of travel and

minimising the need to travel. This will be achieved through integration:

• Within and between different types of transport;

• Between transport measures and land use planning;

• Between transport measures and policies to protect and improve the environment; and

• Between transport measures and policies for education, health, social inclusion and

wealth creation

2.2.2 Land use planning can help to achieve the Welsh Government’s objectives for transport

through:

• Reducing the need to travel, especially by private car, by locating development where

there is good access by public transport, walking and cycling;

• Locating development near other related uses to encourage multi-purpose trips and

reduce the length of journeys;

• Improving accessibility by walking, cycling and public transport;

• Ensuring that transport is accessible to all, taking into account the needs of disabled and

other less mobile people;

• Promoting walking and cycling;

• Supporting the provision of high-quality public transport;

• Supporting traffic management measures;



• Promoting sustainable transport options for freight and commerce;

• Supporting sustainable travel options in rural areas;

• Supporting necessary infrastructure improvements; and

• Ensuring that, as far as possible, transport infrastructure does not contribute to land take,

urban sprawl or neighbourhood severance.

2.2.3 The document states that local authorities should ensure that new developments provide

lower levels of parking than have generally been achieved in the past – with minimum

parking standards are no longer appropriate. Local authorities should develop an integrated

strategy on parking to support the overall transport and locational policies of the

development plan.

2.3 Wales Transport Strategy (The Assembly, 2008)

2.3.1 The Wales Transport Strategy sets the policy framework for transport in Wales and the

outcomes that transport interventions should contribute to.

2.3.2 The main goal of One Wales is to promote sustainable transport networks that safeguard the

environment while strengthening the country’s economic and social life.

2.3.3 The long-term outcomes and strategic priorities of Connecting the nation will be embedded

in the development process for wider Welsh Assembly Government policies. This will

integrate consideration of transport implications into policy development.

2.4 Wales National Transport Plan (2010)

2.4.1 The National Transport Plan sits within the framework provided by the Wales Transport

Strategy and sets out in more detail how the policies and objectives in the Strategy will be

delivered.

2.4.2 The relevant aims set out in the document for transport across Wales are:

• To continue to establish sustainable travel centres across Wales;

• To make it easier for people to be less reliant on the private car and to use public

transport, walking and cycling more frequently;

• To enable people to access key sites and services more sustainably, particularly where

access is currently difficult;



• To continue to improve the safety of the road network, with special emphasis on

reducing casualty rates of vulnerable users;

• Use sustainable construction and maintenance methods to reduce the environmental

effects of the transport infrastructure for which we are responsible.

2.5 Active Travel (Wales) Act (2013)

2.5.1 This is an Act of the National Assembly for Wales to make provision for supporting active

travel across Wales, with Welsh Ministers and local authorities to take reasonable steps to

enhance the provision made for, and to have regard to the needs of, walkers and cyclists.

Gwynedd Local Plan.

2.5.2 Local authorities should take reasonable steps to enhance the provision made for walkers and

cyclists, promote active travel journeys, and secure new active travel routes and related

facilities and improvements to existing ones where possible. The proposed development will

be focussed around supporting active travel accessibility.

2.6 North Wales Regional Transport Plan (Taith, 2009)

2.6.1 This document sets out the transport plan for the six North Wales Local Authorities in Taith

(the North Wales Regional Transport Consortium).

2.6.2 Taith’s vision is to deliver safe sustainable and efficient transport networks to support the

economic and social activities of North Wales’ diverse communities and businesses having

regard to its strategic European role.

2.6.3 The priorities include:

• Efficiently meeting North Wales’ diverse transport needs;

• Reducing congestion and journey times;

• Supporting development;

• Safe, efficient, sustainable transport networks;

• Smart traffic planning and management; and

• Sustainable transport.



2.7 North Wales Joint Local Transport Plan (2015)

2.7.1 This Local Transport Plan (LTP) has been jointly produced by the six North Wales Local

Authorities. The document covers a detailed programme from 2015-2020 and a framework

for schemes until 2030. The LTP is a statutory document that sits alongside the Local

Development Plans and other policies and plans of each of the Local Authorities.

2.7.2 The outcomes of the LTP include:

• Connections to Key Destinations and Markets: Support for Economic Growth through an

improvement in the efficiency, reliability, resilience, and connectivity of movement;

• Access to Services: Promotion of social inclusion and well-being through inclusive and

affordable access to education;

• Increasing Levels of Walking and Cycling: for both necessary travel and recreation, by

residents and visitors;

• Improved Safety and Security: of both actual and perceived safety of travel by all modes;

and

• Benefits and Minimised Impacts on the Environment: the potential for transport

improvements to positively affect the local and global natural and built environment will

have been maximised and negative impacts minimised, including adaptation to the

effects of climate change.

2.8 Section Summary

2.8.1 The proposed development will seek to comply with the above national, regional and local

transport policy in respect of highways and transportation.



3 EXISTING CONTEXT OF THE SITE

3.1 Site Location and Description

3.1.1 The site lies approximately 800m to the south west of the Benllech Town Centre. It takes

vehicular access from the eastern extent of Ponc Y Rhedyn via a priority junction with Lon

Pant Y Cudyn on its southwest boundary where there is an existing turning head.

3.1.2 The site is roughly rectangular in shape and is bounded by open space to the north. To the

west, south and east the boundary of the site is formed by existing residential development

which forms the southern urban areas of Benllech.

3.1.3 A plan showing the site location in the context of the local area is presented as Figure 1

below.

Figure 1: Site Location Plan

3.2 Surrounding Highway Network

Ponc Y Rhedyn

3.2.1 Ponc Y Rhedyn is a cul de sac road with a carriageway width of approximately 5.5m and 2m

footways on both sides of the carriageway. The road is lit and is subject to a 30mph speed

limit. The road serves 32 dwellings which are a mixture of terraced and detached houses with



direct frontage access to the carriageway itself. There are also dropped crossings with tactile

paving on the exiting residential roads.

3.2.2 At the far eastern extent of Ponc y Rhedyn, there is an existing turning head which safely

allows service vehicles to access and egress from the site in a forward gear. Beyond this

turning head there is a metalled surface creating a highway link to the application site’s

western boundary.

3.2.3 Given the modest level of development served from Ponc Y Rhedyn, traffic volumes on the

existing residential road are very low in comparison of the adjacent highway network.

Lon Pant y Cudyn

3.2.4 Lon Pant Y Cudyn is typical of an urban distributor road and provides a convenient link to

Benllech Town Centre via the B5018 at its northern extent, where it forms the minor

approach arm to a priority junction and Bangor Road at its southern extent, where again it

forms the minor approach arm to a priority junction. The distance between the northern and

southern junction is approximately 536m. Both routes to the town centre from the junction

of Lon Pant Y Cudyn and Ponc Y Rhedyn are approximately the same length of 700m.

3.2.5 The carriageway is approximately 6.5m wide and is lit in the vicinity of the site. There is also a

2m wide footway on the eastern side of the carriageway to the north and south of the Ponc Y

Rhedyn junction (the same side that access to the site is taken from) and a 3m wide footway

on the opposite side which continues to the south towards Bangor Road. The road itself is

subject to a 30mph speed limit.

3.3 Personal-Injury Collision (PIC) Review

3.3.1 In order to establish the road safety record on the local highway network surrounding the

site, reference has been made to the collision data obtained from Crashmap online mapping

software which details collisions that have occurred over the last five years.

3.3.2 The plan at Appendix 1 shows the that there have been no recorded collisions along Lon Pant

Y Cudyn in the preceding five years.

3.3.3 Whilst all collisions are regrettable, there does not appear to be any significant cause for

concern which will be impacted by the development on the local highway network.



4 PROPOSED DEVELOPMENT

4.1 General

4.1.1 The proposed site layout is presented in Appendix 2.

4.1.2 The proposed development will consist of no. 27 dwellings to be accesses via the existing

turning head on Ponc Y Rhedyn beyond the western boundary of the site.

4.1.3 In summary, the proposals will include:

• 18 Type 1 affordable properties;

• 5 Type 2 affordable properties;

• 4 Type 3 affordable housing;

• A new access to be provided linking into the existing residential development connecting

to Ponc Y Rhedyn and onto Lon Pant Y Cudyn;

• Public open space areas.

4.2 Proposed Access Arrangements

Vehicular Access

4.2.1 The vehicular and non-motorised user access to the site will simply be a continuation of the

adjacent highway for the residential development to the west. This will include a 5.5m wide

carriageway with 2m wide footways to both sides. The road will be lit and dropped crossing

will be provided where side roads intersect with the internal spine road.

4.2.2 Direct frontage access will be provided to the driveways which sever the dwellings.

4.3 Pedestrian and Cycle Access

4.3.1 The proposed site layout will provide a network of footways within the site connecting to

adjacent footways located along Ponc Y Rhedyn, maximising the permeability of the site for

pedestrian and cycle movements in order to encourage the use of non-car modes.

4.4 Parking

4.4.1 Parking Standards outlined in the Isle of Anglesey County Council Supplementary Planning

Guidance “PARKING STANDARDS” have been used to determine the appropriate parking

standards for the proposals. The parking standards advise that:



C3 DWELLINGS – Use as a dwelling house (whether or not as a sole or a main residence).

• 1 bedroom – 1 car space per unit

• 2 bedroom – 1.5 car spaces per unit (communal parking) or 2 car spaces per unit no

communal parking)

• 3 & 4 bedroom – 3 car spaces per unit

• 5 bedroom – 4 car spaces per unit

4.5 Summary

4.5.1 The internal highway layout of the development will be designed in accordance with the

requirements set out in the Active Travel (Wales) Act. Footways and cycle routes will be

provided at level access within the site to support non-motorised modes of transport to and

from the dwellings.



5 ACCESSIBILITY

5.1 General

5.1.1 This chapter presents a review of the accessibility of the site by walking, cycling and

public transport modes.

5.2 Pedestrians

5.2.1 Walking is recognised as the most important mode of travel at a local level and it offers

the greatest potential to replace short car trips, particularly under two kilometres. The

guidance document “Providing for Journeys on Foot” (CHIT) sets out the minimum

preferred and desirable walking distance for a number of journey types as summarised

in Table 5.1 below.

Table 5.1: CIHT Walking Distances

Commuting / School

(m)

Town Centres (m) Elsewhere (m)

Desirable 500 200 400

Acceptable 1000 400 800

Preferred Maximum 2000 800 1200

5.2.2 As can be seen from the above table, that the guidance recommends that a maximum of

2km is appropriate.

5.2.3 The pedestrian accessibility of the development has been modelled using Geographical

Information System (GIS) software to produce isochrones mapping. The purpose of the

isochrones is to demonstrate the areas within an acceptable walking distance of 2km of

the site. The pedestrian accessibility of the site is shown in Figure 5.1 below.



Figure 5.1: Pedestrian Isochrone

5.2.4 The main concentrations of a large proportion of local facilities located within Benllech

and the surrounding area are within a 2km walk route of the proposed development,

with much of the town centre and the facilities contained therein within 200m of the

site.

5.2.5 As demonstrated on the pedestrian accessibility plan, a large area of Bangor and the

surrounding residential areas (including a number of local facilities) which surround the

site are within a much shorter walking distance.

5.2.6 Well-lit, segregated pedestrian footways are provided along the majority of routes that

surround the site and connect the site to local activity areas and services. Indeed, many

of the routes to the surrounding residential areas and local centres can be accessed via

low traffic volume routes in particular for those areas located to the north, east and

south of the site.

5.2.7 Pedestrian access will be provided at the same location as the proposed vehicular access

from Ponc Y Rhedyn.



5.3 Cyclists

5.3.1 The Active Travel (Wales) Act identifies that cycling represents a realistic and healthy

option to use as opposed to the private car for making journeys up to 5km as a whole

journey or as part of a longer journey by public transport.

5.3.2 GIS software has been used to model 5km cycle isochrones from the site and is shown in

Figure 5.2 below.

Figure 5.2: Cycle Isochrone

5.3.3 The plans demonstrate that a number of locations such as the entirety of Benllech town

centre and large parts of the surrounding area are within 5km of the site.

5.4 Public Transport

5.4.1 The plan at Figure 5.3 below illustrates the distance that can be travelled within 60

minutes by public transport to and from the site. The time includes walk distances to

the bus stops and demonstrates that the key areas of Bangor, Colwyn Bay, Holyhead and

Llangefni in addition to the surrounding areas are within an acceptable 60-minute public

transport commute.



Figure 5.3: Public Transport Isochrone

Bus

5.4.2 The nearest bus stops to the site are located on Bangor Road, approximately 600m walk

along the existing footways via Lon Pant Y Cudyn and Bangor Road itself, to the west.

These stops include a shelter, seating, timetable information and raised bus border

kerbs.

5.4.3 Further bus stops are located within Benllech Town Centre which is some 300m walk

from the site.

5.4.4 The site is served by multiple bus routes via the stops on Bangor Road which offer

frequent services running on a half hourly basis during peak times during weekdays

including Bangor which provide interchange opportunities to additional destinations by

public transport.

5.4.5 It is clear given the number of bus services along Bangor Road and Benllech Town Centre

that there are frequent and comprehensive bus services to a wide range of destination

in the local area.

5.5 Accessibility Summary

5.5.1 The site is within reasonable walk and cycle distance of a range of residential areas, local

amenities and facilities in and around Benllech. There is a good level of public transport

access to local major centres including Bangor itself. Therefore, it is clear that the site

location is in accordance with national and local transport policies.





6 TRIP GENERATION

6.1 Introduction

6.1.1 This section of the report considers the likely additional vehicular trip generation of the

proposed development traffic.

6.2 Vehicle Trip Generation

6.2.1 To estimate the trip generating potential of the proposed residential use of the site, the

TRICS 7.5.4 Database has been interrogated for surveys of residential developments

(houses privately owned) using sites in Great Britain excluding Greater London, Scotland,

the South East and Ireland. Developments with up to 60 units have been considered

which are not located in town centres or edge of town centres.

6.2.2 It has been demonstrated that the site is in a reasonably accessible area with good

access to local facilities by public transport, walking and cycling infrastructure Therefore,

average trip rates have been used.

6.2.3 The TRICS outputs are presented in Appendix 4 with the trip rates summarised in Tables

6.1 below:-

Table 6.1 –Residential Use Trip Rates (Trip Rate per Household)

Mode Weekday AM Peak

Hour

Weekday PM Peak

Hour

Arrivals Departures Arrivals Departures

Vehicles 0.177 0.381 0.313 0.161



6.2.4 The above trip rates have been applied to the proposed 27 dwellings summarised in

Tables 6.2 as follows:

Table 6.2– Proposed Household Trip Generation Mode Weekday AM Peak

Hour Weekday PM Peak

Hour Arrivals Departures Arrivals Departures

Vehicles 5 10 9 4

6.2.5 It can be seen from the results in the table that the proposed development is predicted

to generate some fifteen two-way vehicle movements in the morning peak hour period

and thirteen two-way vehicle movements in the evening peak hour period. This equates

to approximately one additional vehicle movement every four minutes in both the

morning and evening peak hour.

6.2.6 Ultimately, such a modest generation of vehicular traffic on an establish highway

network is unlikely to be noticeable to the operation of the highway links and junction in

the vicinity of the site and is likely to fall well below the daily variation of peak hour

traffic flows on the highway network.

6.2.7 It is therefore concluded that the proposed development will not have a discernible

impact on the operation of the highway network.



7 SUMMARY AND CONCLUSION

7.1.1 This report has considered the traffic and transport issues arising as a result of a

proposed residential development of some 27 dwellings in Benllech.

7.1.2 The local highway network in the vicinity of the site has been described and it has been

shown that the site is in a sustainable location, is well served by buses and has good

access to a wide range of local facilities in the vicinity of the site.

7.1.3 Vehicular and pedestrian access to the site will be taken from the existing access to the

adjacent development to the west.

7.1.4 A suitable network of safe and convenient footways will be provided within the site.

7.1.5 Swept path assessment of the internal highways has been undertaken for a number of

vehicles and it has been demonstrated that access can be gained to the appropriate

location of the proposed development.

7.1.6 Personal Injury Collision data for the most recent five-year period does not indicate any

inherent road safety issues associated with the existing layout of the roads in the vicinity

of the site. It is considered that the volume of traffic generated by the scheme is unlikely

to be detrimental to the level road safety. Therefore, it is considered that the highway

network operates safely in the vicinity of the site and will continue to do so with

development in place.

7.1.7 An assessment of the trips generated by the development has been undertaken. The

development is predicted to generate a maximum of 15 trips in the morning period and

13 trips in the evening period.

7.1.8 In light of the above, it is concluded that the proposals are acceptable from a traffic and

transport perspective and there should be no reasons to resist the grant of planning

permission on highway and transportation grounds.



APPENDIX 1

5 Year Accident Data

Scale

Date

By

Checked

Status

Drawing TitleProject Title

Lon Pant y Cudyn 5 YEAR ACCIDENT DATA

FROM CRASH MAP

NTS @A4

Feb 2019

AH

JB

PLANNING

Rev Description Date By Drawing No.

-

Revision-

© Crown Copyright. All Rights Reserved. 2011 License Number 0100031673

-

-

-

-

-

-

-

-

FIRST ISSUE-------

-

-

-

-

N



APPENDIX 2

Proposed Development Layout

Hafod

Sibrw

d

8

Ty Pen

14

E

Cwmtudu

y-nant

12

El Sub Sta

18

Bryn-adda

Benllech

PANT Y BRIALLU

BR

YN

SIR

IOL

Pond

Spr

G

G

G

G

51.26

51.31

51.29

51.24

51.10

51.02

51.05

51.20

51.56

51.05

50.68

50.61

50.97

49.25

49.17

49.12

49.27

49.18

49.36

49.60

49.72

49.32

49.56

49.72

49.47

50.27

50.44

50.04

50.05

50.05

50.01

50.00

WM

ST

LP

ST

SV

SV

ST

LP

STONE

49.51

49.64

49.62

49.63

49.74

51.63

51.50

51.36

51.14

51.20

51.12

51.09

51.19

51.24

51.29

51.47

51.49

51.46

51.43

49.21

49.34

49.26

49.38

49.52

49.67

49.72

49.74

49.73

49.52

49.74

49.88

50.35

50.20

50.05

50.10

49.93

49.75

49.59

49.46

49.53

49.22

AR01

AR02

DJ01

DJ02

251553. 001mE

382710.469mN

51. 215mH

251525. 784mE

382676.371mN

53. 235mH

251685. 156mE

382736.294mN

49. 942mH

251704. 054mE

382743.024mN

49. 162mH

RL 60.34m

RL 59.33m

RL 60.07m

RL 61.63m

RL 60.24m

RL 59.81m

RL 65.39m

RL 56.40m

RL 54.42m

RL 53.98m

RL 54.99m

EL 57.80m

EL 56 .45m

EL 56.91m

EL 57.18m

EL 57.63m

EL 57.83m

EL 58.34m

EL 58.91m

EL 62.46m

EL 53.98m

EL 51.40m

EL 50.78m

EL 52.45m

51.28

51.22

51.17

51.08

51.10

51.07

51.12

51.33

51.55

49.34

49.24

50.04

50.19

49.44

49.57

49.57

51.32

51.34

51. 37

51.37

51.38

51.50

49.22

49.10

49 .64

49.63

49.56

49.53

49.42

50.22

49.82

49.64

49.80

49.98

49.11

49.41

251550.00mE

251550.00mE

382650.00mN

251600.00mE

251650.00mE

382700.00mN

251650.00mE

382650.00mN

LOCATION OF OUTLET. OVERGROWN AND WALL COLLAPSED.UNABLE TO FIND PIPE

GRAVEL

CONCRETE

TARMAC

MH 3CL 50.48m

MH2CL 50.91m

MHCL 51.15m

150∅ Dia.

100∅ Dia.

IL 49.54m

IL 48.61m

1M∅ IL 48.97m

MH FLOODEDCL 51.19m

MH=FOULCL 50.08m

150∅ Dia.

50.7650.87

50.0551.41 51.65

52.24

52.0551.11

52.4652.68

53.0052.6652.24

51.65

51.30

50.75

50.62

50.30

50.28

50.11

50.41

50.77

50.84

51.36

51.98

52.56

53.07

50.66

50.68

P/W

BRAMBLES

50.78

50.52

50.35

49.41

49.96

BRAMBLES

BRAMBLES

BRAMBLES

53.16

53.21

53.14

53.07

53.19

53.29

53.50

53.74

54.04

54.20

53.97

53.81

53.42

53 .3 9

53.26

53.18

52.81

52.65

52.70

52.94

50.68

50.46

50.31

50.44

MISC. FENCE

MISC. FENCE

MISC. FENCE

50.49

49.79

49.59

49.41

PLOT 1

PLOT 2

PLOT 4

PLOT 6

PLOT 3

PLOT 5 PLOT 7

PLOT 8

PLOT 9

PLOT 10

PLOT 11

PLOT 12

PLOT 13

PLOT 14

PLOT 15PLOT 16

PLOT 17

PLOT 18PLOT 19

PLOT 20

PLOT 21

PLOT 22PLOT 23

PLOT 24PLOT 25

PLOT 26PLOT 27

Site Area: 8001m²

Existing Drainage Easement


825m²

AMENITY

HOUSING KEY

TYPE 1 - 4P2B AFFORDABLE (84m2) 18 No.

TYPE 3 - 5P3B SIDE ENTRY

AFFORDABLE (96m2)

4 No.

TYPE 2 - 5P3B AFFORDABLE (96m2)5 No.

SCALE DATE DRAWN CHECKED

PROJECT

REV DESCRIPTION DATE BY

THE OLD POLICE STATION, 15 GLYNNE WAY, HAWARDEN, CH5 3NS

Tel: 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

@A2

A2PRINTED:

THIS DRAWING IS THE COPYRIGHT OF AINSLEY GOMMON ARCHITECTS.

CHECK ALL DIMENSIONS ON SITE. DISCREPANCIES TO BE NOTIFIED TO ARCHITECT.

ELEMENTS OF STRUCTURE SHOWN ARE INDICATIVE AND FOR GUIDANCE.

FINAL DESIGN TO BE AS STRUCTURAL ENGINEERS DETAILS AND SPECIFICATION.

1 : 500

07/06/19 17:03:20

A

PLANNING - PROPOSED SITE

PLAN

31/05/19 DP GJ

PONC Y RHEDYN, BENLLECH

for CLWYDALYN

C988 003

SCALE: 1 : 500

SITE PLAN - PROPOSED1

VISUAL SCALE 1:500 @ A2

50m10m 40m30m20m0m

A AMENDMENTS TO HOUSE

TYPES & SITE LAYOUT

07.06.19 GJ

N



APPENDIX 3

Swept Path Assessment

Hafod

Sibrw

d

8

Ty Pen

14

E

Cwmtudu

y-nant

12

El Sub Sta

18

Bryn-adda

Benllech

PANT Y BRIALLU

BR

YN

SIR

IOL

Pond

Spr

G

G

G

G

51.26

51.31

51.29

51.24

51.10

51.02

51.05

51.20

51.56

51.05

50.68

50.61

50.97

49.25

49.17

49.12

49.27

49.18

49.36

49.60

49.72

49.32

49.56

49.72

49.47

50.27

50.44

50.04

50.05

50.05

50.01

50.00

WM

ST

LP

ST

SV

SV

ST

LP

STONE

49.51

49.64

49.62

49.63

49.74

51.63

51.50

51.36

51.14

51.20

51.12

51.09

51.19

51.24

51.29

51.47

51.49

51.46

51.43

49.21

49.34

49.26

49.38

49.52

49.67

49.72

49.74

49.73

49.52

49.74

49.88

50.35

50.20

50.05

50.10

49.93

49.75

49.59

49.46

49.53

49.22

AR01

AR02

DJ01

DJ02

251553. 001mE

382710.469mN

51. 215mH

251525. 784mE

382676.371mN

53. 235mH

251685. 156mE

382736.294mN

49. 942mH

251704. 054mE

382743.024mN

49. 162mH

RL 60.34m

RL 59.33m

RL 60.07m

RL 61.63m

RL 60.24m

RL 59.81m

RL 65.39m

RL 56.40m

RL 54.42m

RL 53.98m

RL 54.99m

EL 57.80m

EL 56 .45m

EL 56.91m

EL 57.18m

EL 57.63m

EL 57.83m

EL 58.34m

EL 58.91m

EL 62.46m

EL 53.98m

EL 51.40m

EL 50.78m

EL 52.45m

51.28

51.22

51.17

51.08

51.10

51.07

51.12

51.33

51.55

49.34

49.24

50.04

50.19

49.44

49.57

49.57

51.32

51.34

51. 37

51.37

51.38

51.50

49.22

49.10

49 .64

49.63

49.56

49.53

49.42

50.22

49.82

49.64

49.80

49.98

49.11

49.41

251550.00mE

251550.00mE

382650.00mN

251600.00mE

251650.00mE

382700.00mN

251650.00mE

382650.00mN

LOCATION OF OUTLET. OVERGROWN AND WALL COLLAPSED.UNABLE TO FIND PIPE

GRAVEL

CONCRETE

TARMAC

MH 3CL 50.48m

MH2CL 50.91m

MHCL 51.15m

150∅ Dia.

100∅ Dia.

IL 49.54m

IL 48.61m

1M∅ IL 48.97m

MH FLOODEDCL 51.19m

MH=FOULCL 50.08m

150∅ Dia.

50.7650.87

50.0551.41 51.65

52.24

52.0551.11

52.4652.68

53.0052.6652.24

51.65

51.30

50.75

50.62

50.30

50.28

50.11

50.41

50.77

50.84

51.36

51.98

52.56

53.07

50.66

50.68

P/W

BRAMBLES

50.78

50.52

50.35

49.41

49.96

BRAMBLES

BRAMBLES

BRAMBLES

53.16

53.21

53.14

53.07

53.19

53.29

53.50

53.74

54.04

54.20

53.97

53.81

53.42

53 .3 9

53.26

53.18

52.81

52.65

52.70

52.94

50.68

50.46

50.31

50.44

MISC. FENCE

MISC. FENCE

MISC. FENCE

50.49

49.79

49.59

49.41

PLOT 1

PLOT 2

PLOT 4

PLOT 6

PLOT 3

PLOT 5 PLOT 7

PLOT 8

PLOT 9

PLOT 10

PLOT 11

PLOT 12

PLOT 13

PLOT 14

PLOT 15PLOT 16

PLOT 17

PLOT 18PLOT 19

PLOT 20

PLOT 21

PLOT 22PLOT 23

PLOT 24PLOT 25

PLOT 26PLOT 27

Site Area: 8001m²



825m²

AMENITY

HOUSING KEY

TYPE 1 - 4P2B AFFORDABLE (84m2) 18 No.

TYPE 3 - 5P3B SIDE ENTRY

AFFORDABLE (96m2)

4 No.

TYPE 2 - 5P3B AFFORDABLE (96m2)5 No.

SCALE DATE DRAWN CHECKED

PROJECT

REV DESCRIPTION DATE BY

THE OLD POLICE STATION, 15 GLYNNE WAY, HAWARDEN, CH5 3NS

Tel: 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

@A2

A2PRINTED:

THIS DRAWING IS THE COPYRIGHT OF AINSLEY GOMMON ARCHITECTS.

CHECK ALL DIMENSIONS ON SITE. DISCREPANCIES TO BE NOTIFIED TO ARCHITECT.

ELEMENTS OF STRUCTURE SHOWN ARE INDICATIVE AND FOR GUIDANCE.

FINAL DESIGN TO BE AS STRUCTURAL ENGINEERS DETAILS AND SPECIFICATION.

1 : 500

07/06/19 17:03:20

A

PLANNING - PROPOSED SITE

PLAN

31/05/19 DP GJ

PONC Y RHEDYN, BENLLECH

for CLWYDALYN

C988 003

SCALE: 1 : 500

SITE PLAN - PROPOSED1

VISUAL SCALE 1:500 @ A2

50m10m 40m30m20m0m

A AMENDMENTS TO HOUSE

TYPES & SITE LAYOUT

07.06.19 GJ

N



APPENDIX 4

TRICS Output Data

TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Benllech

Tuesday 05/03/19 Page 1

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED

MULTI-MODAL VEHICLES

Selected regions and areas: 03 SOUTH WEST

DC DORSET 1 days DV DEVON 1 days SM SOMERSET 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA

CA CAMBRIDGESHIRE 2 days NF NORFOLK 2 days SF SUFFOLK 3 days 05 EAST MIDLANDS

LN LINCOLNSHIRE 1 days 06 WEST MIDLANDS

SH SHROPSHIRE 2 days WK WARWICKSHIRE 2 days WM WEST MIDLANDS 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE

NY NORTH YORKSHIRE 4 days SY SOUTH YORKSHIRE 1 days 08 NORTH WEST

CH CHESHIRE 2 days GM GREATER MANCHESTER 1 days MS MERSEYSIDE 1 days 09 NORTH

DH DURHAM 1 days TW TYNE & WEAR 1 days 10 WALES

PS POWYS 1 days VG VALE OF GLAMORGAN 1 days 11 SCOTLAND

AG ANGUS 1 days FA FALKIRK 1 days HI HIGHLAND 1 days PK PERTH & KINROSS 1 days

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



Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of dwellings

Actual Range: 6 to 54 (units: ) Range Selected by User: 6 to 60 (units: )

Parking Spaces Range: Selected: 12 to 881 Actual: 12 to 881

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/10 to 22/09/17

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

Selected survey days: Monday 9 days Tuesday 7 days Wednesday 9 days Thursday 6 days Friday 3 days

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

Selected survey types: Manual count 34 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) 21 Edge of Town 11 Neighbourhood Centre (PPS6 Local Centre) 2

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 33 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.

Secondary Filtering selection:

Use Class: C1 1 days C3 32 days

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

Population within 1 mile: 1,000 or Less 1 days 1,001 to 5,000 3 days 5,001 to 10,000 7 days 10,001 to 15,000 6 days 15,001 to 20,000 8 days 20,001 to 25,000 3 days 25,001 to 50,000 6 days

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



Secondary Filtering selection (Cont.):

Population within 5 miles: 5,001 to 25,000 2 days 25,001 to 50,000 5 days 50,001 to 75,000 5 days 75,001 to 100,000 7 days 100,001 to 125,000 1 days 125,001 to 250,000 7 days 250,001 to 500,000 6 days 500,001 or More 1 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 14 days 1.1 to 1.5 20 days

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

Travel Plan: No 34 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating: No PTAL Present 34 days

This data displays the number of selected surveys with PTAL Ratings.



LIST OF SITES relevant to selection parameters

1 AG-03-A-01 BUNGALOWS/DET. ANGUS

KEPTIE ROAD ARBROATH

Suburban Area (PPS6 Out of Centre)

Residential Zone Total Number of dwellings:

7

2

Survey date: TUESDAY CA-03-A-04 DETACHED

22/05/12 Survey Type: MANUAL CAMBRIDGESHIRE

PETERBOROUGH THORPE PARK ROAD Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings:

9

Survey date: TUESDAY 18/10/11 Survey Type: MANUAL

3 CA-03-A-05 DETACHED HOUSES CAMBRIDGESHIRE

EASTFIELD ROAD PETERBOROUGH

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 28

Survey date: MONDAY 17/10/16 Survey Type: MANUAL 4 CH-03-A-08 DETACHED CHESHIRE

WHITCHURCH ROAD CHESTER BOUGHTON HEATH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 11

Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 5 CH-03-A-09 TERRACED HOUSES CHESHIRE

GREYSTOKE ROAD MACCLESFIELD HURDSFIELD Edge of Town Residential Zone Total Number of dwellings: 24

Survey date: MONDAY 24/11/14 Survey Type: MANUAL 6 DC-03-A-08 BUNGALOWS DORSET

HURSTDENE ROAD BOURNEMOUTH CASTLE LANE WEST Edge of Town Residential Zone Total Number of dwellings: 28

Survey date: MONDAY 24/03/14 Survey Type: MANUAL 7 DH-03-A-01 SEMI DETACHED DURHAM

GREENFIELDS ROAD BISHOP AUCKLAND


Survey date: TUESDAY 28/03/17 Survey Type: MANUAL 8 DV-03-A-01 TERRACED HOUSES DEVON

BRONSHILL ROAD TORQUAY


Survey date: WEDNESDAY 30/09/15 Survey Type: MANUAL 9 FA-03-A-01 SEMI-DETACHED/TERRACED FALKIRK

MANDELA AVENUE FALKIRK

Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings:

37

Survey date: THURSDAY 30/05/13 Survey Type: MANUAL



LIST OF SITES relevant to selection parameters (Cont.)

10 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER

BUTT HILL DRIVE MANCHESTER PRESTWICH Edge of Town Residential Zone Total Number of dwellings: 29

Survey date: WEDNESDAY 12/10/11 Survey Type: MANUAL 11 HI-03-A-14 SEMI-DETACHED & TERRACED HIGHLAND

KING BRUDE ROAD INVERNESS SCORGUIE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 40

Survey date: WEDNESDAY 23/03/16 Survey Type: MANUAL 12 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE

ROOKERY LANE LINCOLN BOULTHAM Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 22

Survey date: TUESDAY 18/09/12 Survey Type: MANUAL 13 MS-03-A-03 DETACHED MERSEYSIDE

BEMPTON ROAD LIVERPOOL OTTERSPOOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 15

Survey date: FRIDAY 21/06/13 Survey Type: MANUAL 14 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK

YARMOUTH ROAD CAISTER-ON-SEA


Survey date: TUESDAY 16/10/12 Survey Type: MANUAL 15 NF-03-A-03 DETACHED HOUSES NORFOLK

HALING WAY THETFORD

Edge of Town Residential Zone Total Number of dwellings: 10

Survey date: WEDNESDAY 16/09/15 Survey Type: MANUAL 16 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE

NICHOLAS STREET YORK


Survey date: MONDAY 16/09/13 Survey Type: MANUAL 17 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE

GRAMMAR SCHOOL LANE NORTHALLERTON


Survey date: MONDAY 16/09/13 Survey Type: MANUAL 18 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE

HORSEFAIR BOROUGHBRIDGE

Edge of Town Residential Zone Total Number of dwellings:

23

Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL




19 NY-03-A-13 TERRACED HOUSES NORTH YORKSHIRE

CATTERICK ROAD CATTERICK GARRISON OLD HOSPITAL COMPOUND Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 10

Survey date: WEDNESDAY 10/05/17 Survey Type: MANUAL 20 PK-03-A-01 DETAC. & BUNGALOWS PERTH & KINROSS

TULLYLUMB TERRACE PERTH GORNHILL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 36

Survey date: WEDNESDAY 11/05/11 Survey Type: MANUAL 21 PS-03-A-02 DETACHED/SEMI-DETACHED POWYS

GUNROG ROAD WELSHPOOL


Survey date: MONDAY 11/05/15 Survey Type: MANUAL 22 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK

NORMANSTON DRIVE LOWESTOFT


Survey date: TUESDAY 23/10/12 Survey Type: MANUAL 23 SF-03-A-05 DETACHED HOUSES SUFFOLK

VALE LANE BURY ST EDMUNDS

Edge of Town

Residential Zone Total Number of dwellings: 18

24

Survey date: WEDNESDAY 09/09/15 SF-03-A-06 DETACHED & SEMI-DETACHED

Survey Type: MANUAL SUFFOLK

BURY ROAD KENTFORD

Neighbourhood Centre (PPS6 Local Centre) Village Total Number of dwellings: 38

Survey date: FRIDAY 22/09/17

Survey Type: MANUAL

25 SH-03-A-05 SEMI-DETACHED/TERRACED SANDCROFT TELFORD SUTTON HILL Edge of Town Residential Zone Total Number of dwellings: 54

Survey date: THURSDAY 24/10/13

SHROPSHIRE

Survey Type: MANUAL

26 SH-03-A-06 BUNGALOWS

ELLESMERE ROAD SHREWSBURY

SHROPSHIRE



Survey Type: MANUAL

27 SM-03-A-01 DETACHED & SEMI

WEMBDON ROAD BRIDGWATER NORTHFIELD Edge of Town Residential Zone Total Number of dwellings: 33


SOMERSET

Survey Type: MANUAL




28 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE

A19 BENTLEY ROAD DONCASTER BENTLEY RISE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 54

Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 29 TW-03-A-02 SEMI-DETACHED TYNE & WEAR

WEST PARK ROAD GATESHEAD


Survey date: MONDAY 07/10/13 Survey Type: MANUAL 30 VG-03-A-01 SEMI-DETACHED & TERRACED VALE OF GLAMORGAN

ARTHUR STREET BARRY


Survey date: MONDAY 08/05/17 Survey Type: MANUAL 31 WK-03-A-01 TERRACED/SEMI/DET. WARWICKSHIRE

ARLINGTON AVENUE LEAMINGTON SPA


Survey date: FRIDAY 21/10/11 Survey Type: MANUAL 32 WK-03-A-02 BUNGALOWS WARWICKSHIRE

NARBERTH WAY COVENTRY POTTERS GREEN Edge of Town Residential Zone Total Number of dwellings: 17

Survey date: THURSDAY 17/10/13 Survey Type: MANUAL 33 WL-03-A-02 SEMI DETACHED WILTSHIRE

HEADLANDS GROVE SWINDON


Survey date: THURSDAY 22/09/16 Survey Type: MANUAL 34 WM-03-A-04 TERRACED HOUSES WEST MIDLANDS

OSBORNE ROAD COVENTRY EARLSDON Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 39

Survey date: MONDAY 21/11/16 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.



TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED

MULTI-MODAL VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

Time Range

ARRIVALS DEPARTURES TOTALS

No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip 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 34 26 0.076 34 26 0.250 34 26 0.326 08:00 - 09:00 34 26 0.177 34 26 0.381 34 26 0.558 09:00 - 10:00 34 26 0.137 34 26 0.184 34 26 0.321 10:00 - 11:00 34 26 0.148 34 26 0.146 34 26 0.294 11:00 - 12:00 34 26 0.158 34 26 0.173 34 26 0.331 12:00 - 13:00 34 26 0.174 34 26 0.174 34 26 0.348 13:00 - 14:00 34 26 0.174 34 26 0.179 34 26 0.353 14:00 - 15:00 34 26 0.168 34 26 0.208 34 26 0.376 15:00 - 16:00 34 26 0.232 34 26 0.179 34 26 0.411 16:00 - 17:00 34 26 0.284 34 26 0.178 34 26 0.462 17:00 - 18:00 34 26 0.313 34 26 0.161 34 26 0.474 18:00 - 19:00 34 26 0.213 34 26 0.129 34 26 0.342 19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.254 2.342 4.596

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.



The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary Trip rate parameter range selected:

6 - 54 (units: ) Survey date date range: 01/01/10 - 22/09/17 Number of weekdays (Monday-Friday): 34 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed.




MULTI-MODAL CYCLISTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

Time Range


No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip 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 34 26 0.006 34 26 0.034 34 26 0.040 08:00 - 09:00 34 26 0.001 34 26 0.030 34 26 0.031 09:00 - 10:00 34 26 0.002 34 26 0.012 34 26 0.014 10:00 - 11:00 34 26 0.009 34 26 0.011 34 26 0.020 11:00 - 12:00 34 26 0.003 34 26 0.009 34 26 0.012 12:00 - 13:00 34 26 0.010 34 26 0.009 34 26 0.019 13:00 - 14:00 34 26 0.007 34 26 0.003 34 26 0.010 14:00 - 15:00 34 26 0.008 34 26 0.006 34 26 0.014 15:00 - 16:00 34 26 0.030 34 26 0.002 34 26 0.032 16:00 - 17:00 34 26 0.025 34 26 0.005 34 26 0.030 17:00 - 18:00 34 26 0.022 34 26 0.008 34 26 0.030 18:00 - 19:00 34 26 0.012 34 26 0.005 34 26 0.017 19:00 - 20:00 1 7 0.000 1 7 0.000 1 7 0.000 20:00 - 21:00 1 7 0.000 1 7 0.000 1 7 0.000 21:00 - 22:00 1 7 0.000 1 7 0.000 1 7 0.000 22:00 - 23:00

23:00 - 24:00

Total Rates: 0.135 0.134 0.269






MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

Time Range


No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip 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 34 26 0.096 34 26 0.345 34 26 0.441 08:00 - 09:00 34 26 0.211 34 26 0.560 34 26 0.771 09:00 - 10:00 34 26 0.160 34 26 0.236 34 26 0.396 10:00 - 11:00 34 26 0.180 34 26 0.202 34 26 0.382 11:00 - 12:00 34 26 0.204 34 26 0.202 34 26 0.406 12:00 - 13:00 34 26 0.220 34 26 0.224 34 26 0.444 13:00 - 14:00 34 26 0.209 34 26 0.232 34 26 0.441 14:00 - 15:00 34 26 0.213 34 26 0.255 34 26 0.468 15:00 - 16:00 34 26 0.351 34 26 0.249 34 26 0.600 16:00 - 17:00 34 26 0.390 34 26 0.249 34 26 0.639 17:00 - 18:00 34 26 0.438 34 26 0.211 34 26 0.649 18:00 - 19:00 34 26 0.278 34 26 0.163 34 26 0.441 19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.950 3.128 6.078






MULTI-MODAL PEDESTRIANS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

Time Range


No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip 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 34 26 0.030 34 26 0.085 34 26 0.115 08:00 - 09:00 34 26 0.078 34 26 0.216 34 26 0.294 09:00 - 10:00 34 26 0.056 34 26 0.067 34 26 0.123 10:00 - 11:00 34 26 0.057 34 26 0.086 34 26 0.143 11:00 - 12:00 34 26 0.061 34 26 0.057 34 26 0.118 12:00 - 13:00 34 26 0.068 34 26 0.065 34 26 0.133 13:00 - 14:00 34 26 0.062 34 26 0.073 34 26 0.135 14:00 - 15:00 34 26 0.066 34 26 0.067 34 26 0.133 15:00 - 16:00 34 26 0.198 34 26 0.131 34 26 0.329 16:00 - 17:00 34 26 0.150 34 26 0.086 34 26 0.236 17:00 - 18:00 34 26 0.120 34 26 0.067 34 26 0.187 18:00 - 19:00 34 26 0.091 34 26 0.048 34 26 0.139 19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.037 1.048 2.085






MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

Time Range


No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip 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 34 26 0.005 34 26 0.012 34 26 0.017 08:00 - 09:00 34 26 0.002 34 26 0.033 34 26 0.035 09:00 - 10:00 34 26 0.001 34 26 0.012 34 26 0.013 10:00 - 11:00 34 26 0.007 34 26 0.011 34 26 0.018 11:00 - 12:00 34 26 0.008 34 26 0.007 34 26 0.015 12:00 - 13:00 34 26 0.016 34 26 0.012 34 26 0.028 13:00 - 14:00 34 26 0.005 34 26 0.001 34 26 0.006 14:00 - 15:00 34 26 0.014 34 26 0.007 34 26 0.021 15:00 - 16:00 34 26 0.015 34 26 0.008 34 26 0.023 16:00 - 17:00 34 26 0.027 34 26 0.010 34 26 0.037 17:00 - 18:00 34 26 0.016 34 26 0.008 34 26 0.024 18:00 - 19:00 34 26 0.016 34 26 0.002 34 26 0.018 19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.132 0.123 0.255






MULTI-MODAL TOTAL PEOPLE Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

Time Range


No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip Rate

No. Days

Ave. DWELLS

Trip 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 34 26 0.136 34 26 0.477 34 26 0.613 08:00 - 09:00 34 26 0.293 34 26 0.838 34 26 1.131 09:00 - 10:00 34 26 0.219 34 26 0.328 34 26 0.547 10:00 - 11:00 34 26 0.253 34 26 0.311 34 26 0.564 11:00 - 12:00 34 26 0.277 34 26 0.275 34 26 0.552 12:00 - 13:00 34 26 0.314 34 26 0.310 34 26 0.624 13:00 - 14:00 34 26 0.283 34 26 0.309 34 26 0.592 14:00 - 15:00 34 26 0.301 34 26 0.335 34 26 0.636 15:00 - 16:00 34 26 0.593 34 26 0.389 34 26 0.982 16:00 - 17:00 34 26 0.593 34 26 0.350 34 26 0.943 17:00 - 18:00 34 26 0.596 34 26 0.294 34 26 0.890 18:00 - 19:00 34 26 0.397 34 26 0.218 34 26 0.615 19:00 - 20:00 1 7 0.000 1 7 0.000 1 7 0.000 20:00 - 21:00 1 7 0.000 1 7 0.000 1 7 0.000 21:00 - 22:00 1 7 0.000 1 7 0.000 1 7 0.000 22:00 - 23:00

23:00 - 24:00

Total Rates: 4.255 4.434 8.689





Registered Office: InTec, Parc Menai, Bangor, Gwynedd, LL57 4FG

Tel: 01248 672666

Fax: 01248 672601

Email: [email protected]

Web: www.caulmert.com

Documents

Ponc Y Rhedyn, Benllech Proposed Residential Development ...€¦ · Pennaf Group Transport Statement Ponc Y Rhedyn, Benllech Caulmert Ltd June 2019 5 1 INTRODUCTION 1.1 Details of