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January 2013
Deposit Local Development Plan Representatives by
MR C POSNETT
In respect of
Gypsy Castle Lane, Hay-on-Wye
Technical Note
Gypsy Castle Lane, Hay-on-Wye Mr C Posnett Technical Note
1209-75/TN/01 Transport Planning Associates
January 2013 i
DOCUMENT SIGNATURE AND REVIEW SHEET
Project Details
Project Title: Gypsy Castle Lane, Hay-on-Wye
Project No.: 1209-75 Report No.: 1209-75/TN/01
Client: Mr C Posnett
Prepared By: Checked By: Approved for issue
Name James Morgan Peter Evans Peter Evans
Signature
Date January 2013 January 2013 January 2013
Document Review
Revision Date Description Checked By
Issued by:
Bristol Transport Planning Associates Cambridge 32 Windsor Place Cardiff Cardiff London CF10 3BZ Welwyn Garden City
029 2023 0303
[email protected] www.tpa.uk.com
Gypsy Castle Lane, Hay-on-Wye Mr C Posnett Technical Note
1209-75/TN/01 Transport Planning Associates
January 2013 ii
CONTENTS PAGE
1 INTRODUCTION 1
2 EXISTING SITUATION 2
Introduction
Site Location and Description
Local Highway Network
Pedestrian Infrastructure
Cycle Infrastructure
Public Transport
Proximity to Local Services
3 PROPOSED ACCESS ARRANGEMENTS 7
Introduction
Vehicles
Pedestrians
Cyclists
4 TRAFFIC GENERATION 9
Introduction
Traffic generation
5 TRAFFIC SURVEYS AND JUNCITON CAPACITY ANALYSIS 11
Introduction
Traffic Surveys
Traffic Growth
Total Traffic
Site Access / Gypsy Castle Lane Junction Capacity
Hay-on-Wye Festival
6 SUMMARY AND CONCLUSION 14
Summary
Conclusion
Gypsy Castle Lane, Hay-on-Wye Mr C Posnett Technical Note
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January 2013 iii
LIST OF TABLES
Table 1 Summary of Local Bus Services – Brecon Road
Table 2 Providing for Journeys on foot – acceptable walking distances
Table 3 Summary of key facilities and services within the vicinity of the site
Table 4 Peak Hours TRICS derived trip rates and traffic attraction: 62 residential units
Table 5 Vehicle movements – Gypsy Castle Lane (Northeast)
Table 6 Vehicle movements – Gypsy Castle Lane (Southwest)
Table 7 Growth Factors
Table 8 PICADY Results: Proposed Site Access Total Traffic 2023
LIST OF FIGURES
Figure 1 Site Location Plan
Figure 2 Pedestrian and Cycle Catchment Plan
Figure 3 Public Transport Infrastructure
Figure 4 Location of Key Facilities and Services
Figure 5 Proposed Site Access Junction
LIST OF APPENDICES
Appendix A TRICS reports – residential
Appendix B ATC survey
Appendix C PICADY output files
Gypsy Castle Lane, Hay-on-Wye Mr C Posnett Technical Note
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January 2013 Page 1 of 15
1 INTRODUCTION
1.1 Transport Planning Associates (TPA) have been commissioned by Mr C Posnett to
undertake a review of the existing transport infrastructure in relation to proposals to develop
land for housing at Gypsy Castle Lane, Hay-on-Wye.
1.2 In conjunction with Brecon Beacons Deposit Local Development Plan (LDP) the southern
third of the site is proposed to be allocated for the delivery of 20 homes. This Technical Note
supports representatives on behalf of Barton Willmore to the Deposit Plan, which seek the
expansion of the proposed allocation so that it encompasses the whole of the client’s site,
providing an opportunity to deliver up to 60 homes.
1.3 This report provides a review of the existing infrastructure and demonstrates that the site is
sustainably located and is accessible via non-car modes of travel, including walking, cycling
and public transport.
1.4 This report also assess the suitability of the proposed access arrangements and
demonstrates that the any additional traffic that could be generated by the development
proposals would be safely accommodated with no detrimental effect on the free flow or
safety of the local highway network within the vicinity of the site.
1.5 The structure of this report is as follows
- Chapter 2: Existing Situation
- Chapter 3: Proposed Access Arrangements
- Chapter 4: Traffic Generation
- Chapter 5: Traffic Survey and Junction Capacity Analysis
- Chapter 6: Summary and Conclusion
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January 2013 Page 2 of 15
2 EXISTING SITUATION
Introduction
2.1 This section of the Technical Note examines the site location together with existing highway
and transport infrastructure in the vicinity. This includes detailing pedestrian, cycling and
public transport accessibility.
Site Location and Description
2.2 The site is located at the south-west fringe of Hay-on-Wye and is Greenfield in nature
encompassing agricultural farm land.
2.3 The site is set over a rectangular parcel of land which is bound to the west by Gypsy Castle
Farm and associated agricultural land, to the north by agricultural land, to the east by
residential housing and to the south by Gypsy Castle Lane.
2.4 The location of the site in relation to the wider context is illustrated on Figure 1.
Local Highway Network
2.5 Hay-on-Wye town centre is located to the east of the site and is accessible directly via
Gypsy Castle Lane, and indirectly via The Meadows then Brecon Road (B4350).
2.6 Within the vicinity of the site Gypsy Castle Lane runs in a northeast-southwest direction and
forms a priority junction with The Meadows. On its northeast approach to the junction,
Gypsy Castle Lane is a single lane carriageway with an approximate width of 3.5 metres
and is subject to a 30 mph speed limit, which decreases from 60 mph approximately 100
metres to the west.
2.7 The site is currently accessible via an informal access point from Gypsy Castle Lane. The
access is designed to cater for agricultural vehicles, which currently serve the adjoining
land. Gypsy Castle Lane also provides access to a number of private residential driveways.
2.8 To the east of the priority junction, Gypsy Castle Lane / The Meadows is a single lane
carriageway with an approximate width of 6 metres and is subject to a 30 mph speed limit.
The road is currently subject to traffic calming measures to ensure that vehicular speeds
remain low on approach to the junction.
2.9 Both Gypsy Castle Lane and The Meadows are provided with street lighting.
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January 2013 Page 3 of 15
Pedestrian Infrastructure
2.10 The majority of pedestrian infrastructure is provided to the east of the site. Pedestrian
footways are currently provided along both sides of The Meadows, south of the priority
junction with Gypsy Castle Lane. To the east of the priority junction, a pedestrian footway is
provided on the southern side of Gypsy Castle Lane for a distance of approximately 75
metres. Thereafter footways are provided on both sides of the carriageway.
2.11 There are currently no footways provided along Gypsy Castle Lane to the west of the priority
junction with The Meadows.
2.12 An uncontrolled pedestrian crossing point, consisting dropped kerbs and tactile paving, is
provided approximately 25 metres south of the priority junction with Gypsy Castle Lane.
Similarly, an uncontrolled pedestrian crossing point, consisting dropped kerbs and tactile
paving is provided approximately 75 metres to the west of the priority junction, across Gypsy
Castle Lane.
2.13 The footway provided along the western side of The Meadows currently terminates at Gypsy
Castle Lane (on the western approach to the priority junction).
2.14 An inspection of the existing public rights of way in the vicinity of the site indicates that there
are existing public footpaths provided along the eastern and western boundaries of the site
providing a link for pedestrians between Gypsy Castle Lane and the River Wye to the north.
2.15 Existing public footpaths are provided at the western and eastern boundary of the site
2.16 Figure 2 provides pedestrian walking distances which demonstrates that the majority of
residential streets in Hay-on-Wye are located within a 15 minute walk of the site based on
an average walk speed of 4.8km/hr (400m per 5 minute), as per the guidance contained
within ‘Providing for Journeys on Foot’.
Cycle Infrastructure
2.17 There are currently no designated cycle routes provided within the immediate vicinity of the
site. However, as detailed on the Sustrans website, National Cycle Route 44 (NCR 44) is
currently being developed and will extend through Ross-on-Wye. It is envisaged that
extension of NCR 44 will coincide with the development of the site, and could be utilised by
future residents in order to provide a sustainable link to neighbouring villages.
2.18 Figure 2 also provides cycle isochrones showing areas within reasonable cycling distance
of the site. The isochrones demonstrate that the majority of Hay-on-Wye is within 2000m of
the site; a 7.5 minute cycle.
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January 2013 Page 4 of 15
Public Transport
2.19 The nearest bus stop to the site is located along Brecon Road (B4350). Pedestrians wishing
to access the bus stops from the site can do so via existing pedestrian footways provided
along The Meadows and Brecon Road.
2.20 The bus stop is currently located on the northern side of Brecon Road and serves
eastbound routes. The stop consists of a shelter with seating, and relevant timetable
information.
2.21 Bus services that serve this stop, together with their frequency are displayed in Table 1.
Table 1 Summary of Local Bus Services – Brecon Road
Service Route Summary Service
provider
Approximate Frequency
Monday to
Friday Saturday Sunday
39/A
Brecon – Talgarth –
Hay-on-Wye –
Kingstone –
Hereford
Stagecoach
07:30 every
2 hours until
18:36
07:30 every
2 hours until
18:36
3
services
X15
Rhaeadr –
Llandrindod Wells –
Builth Wells – Hay-
on-Wye - Hereford
Stagecoach
Operates on
alternative
Wed / Sat
Operates on
alternative
Wed / Sat
No
service
2.22 As can be seen from the information contained in the above table, the bus stop located
along Brecon Road is served by frequent bus services, providing access to a number of
primary destinations throughout the area during weekdays and weekend periods.
2.23 A number of additional bus stops are also located within 1200m walk distance and 2000m
cycle distance of the site, and are illustrated on Figure 3 of this report.
Proximity to Local Services
2.24 As outlined in Manual for Streets (2007) walking offers the greatest opportunity to replace
private car travel as the primary mode of transport for short journeys, particularly those
under 2km.
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January 2013 Page 5 of 15
2.25 Guidance contained within ‘Providing for Journeys on foot’ sets out acceptable walking
distances to facilities, defined as those where a high proportion of trips generated by new
development can be conveniently made by passenger transport, on foot or by cycle. These
are summarised in Table 2.
Table 2 Providing for Journeys on foot – acceptable walking distances
Facilities,
shops, bus stops etc.
Commuting /School
Other
Desirable 200m 500m 400m
Acceptable 400m 1000m 800m
Preferred maximum
800m 2000m 1200m
2.26 Table 3 provides details of a number of key facilities and services located within reasonable
walking and cycle distance of the site, based on an average walking time of 4.8km/hr and
average cycle time of 19.2 km/hr as quoted in Local Transport Note 2/08 Cycle
Infrastructure Design. The location of each of the key facilities and services is illustrated on
Figure 4.
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Table 3 Summary of key facilities and services within the vicinity of the site
Facilities/Services Location Approximate
distance
Approximate
walking time
Approximate
cycle time
Wye Valley
Business Park The Meadows 225m 2.8 mins 0.7 mins
Hay-On-Wye
Festival Site
Brecon Road
(B4350) 400m 5 mins 1.3 mins
Church Gypsy Castle
Lane 575m 7.2 mins 1.8 mins
Fire Station Brecon Road
(B4350) 680m 8.5 mins 2.1 mins
Cemetery Brecon Road
(B4350) 800m 10 mins 2.6 mins
Recreational
Gardens
Brecon Road
(B4350) 800m 10 mins 2.6 mins
Hay-on-Wye
County Primary
School
Oxford Road
(B4348) 900m 11.3 mins 2.8 mins
Public Car Park Oxford Road
(B4348) 1000m 12.5 mins 3.1 mins
Town Centre - 1,050m 13.1 mins 3.3 mins
Forest Road
Enterprise Park /
Greenfield
Industrial Estate
Forest Road 1,200m 15 mins 3.75 mins
2.27 As can be seen from the information provided in Table 3 several amenities and services are
within acceptable walking distance of the site as defined by ‘Providing for journeys on foot’
whilst all others are within the preferred maximum. Hay-on-Wye County Primary School is
located within the acceptable walk walking distance threshold.
2.28 The site is ideally located to provide residents with the opportunity to access essential
facilities and services within close proximity thus reducing the requirement to travel via
private car.
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January 2013 Page 7 of 15
3 PROPOSED ACCESS ARRANGEMENTS
Introduction
3.1 This section of the report outlines the proposed access arrangements for the site; detailing
vehicular, pedestrian and cycle access via the existing infrastructure and proposed
improvements.
Vehicles
3.2 Access to the site will be provided directly from Gypsy Castle Lane via a formal priority
junction. The access will be located in the approximate position of the existing informal
access point.
3.3 The proposed access junction has been designed in line with national guidance and can
cater for service and delivery vehicles. The internal road width will be 5.5m with 1.8m
pedestrian footways provided on either side. Dropped kerbs and tactile paving will be
provided to allow pedestrians to cross to the internal site access road.
3.4 Visibility at the proposed access junction fully complies with guidance outlined within Manual
for Streets (MfS) and Manual for Streets 2 (MfS2). The ATC survey data demonstrates low
vehicular speeds in the vicinity of the proposed site access, with average 7 day speeds
recorded of 21.4mph and 85th percentile speeds recorded of 26.0mph.
3.5 The internal layout of the site will be designed in accordance with guidance contained within
Manual for Street (MfS) and Manual for Streets 2 (MfS2). The current parking standards that
are applicable to the proposed development are CSS Wales – Wales Parking Standards
(2008). The level of parking that is required for the proposed residential units will be
provided in accordance with this document.
3.6 The proposed site access junction and associated pedestrian facilities is illustrated on
Figure 5.
Pedestrians
3.7 It is anticipated that the main point of access for pedestrians will be via the upgraded site
access junction. Pedestrian footways will be provided along both sides of the proposed site
access junction as per Manual for Streets guidance. As shown on Figure 5, it is envisaged
that new pedestrian footways could be provided along the northern side of Gypsy Castle
Lane which would provide a link to the existing pedestrian infrastructure, including the
uncontrolled pedestrian crossing points, located along Gypsy Castle Lane and The
Meadows.
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3.8 Given that the development proposals are still in the concept design stage, it is envisaged
that secondary pedestrian access points could be provided via the existing public footpaths
provided at the western and eastern boundaries of the site. By providing a link at the eastern
boundary of the site, pedestrian would be able to utilise existing footways and uncontrolled
crossing facilities provided along Gypsy Castle Lane to safely access the site.
3.9 Given the location and nature of the site it is considered that the proposed level of
pedestrian infrastructure will provide a safe and convenient link for pedestrians wishing to
travel into Hay-on-Wye town centre.
Cyclists
3.10 Cyclists will be able to access the site directly from Gypsy Castle Lane via the proposed site
access arrangements. As detailed within Chapter 2 of this report there are currently no
designated cycle routes provided within the vicinity of the site. However, it is envisaged that
cyclists will be able to utilise the existing highway network in order to access the site. This is
also true of existing properties located on the southern side of the Gypsy Castle Lane that
have recently been constructed.
3.11 Given the low vehicular speeds and volumes of traffic recorded along Gypsy Lane it is
considered that cyclists would be able to easily access the site.
3.12 As detailed within Figure 2.1, much of Hay-on-Wye is located within 2000m or 7.5 minute
cycle time of the proposed site and therefore provides a sustainable alternative to use of a
private car.
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January 2013 Page 9 of 15
4 TRAFFIC GENERATION
Introduction
4.1 This Chapter of the Technical Report presents the derivation of appropriate trip rates for the
proposed residential development, and distributes the additional traffic on to the local
highway network. The output of this section provides an estimate of the level of traffic that
could be attracted by the proposed development.
Traffic generation
4.2 The TRICS database has been used to undertake an assessment of the likely number of
vehicle trips that could be generated by the proposed residential development. The TRICS
database provides trip rate information based on existing trips observed from surveys at
similar sites throughout the United Kingdom. Sites within Greater London have been
excluded as a result of the greater public transport opportunities that are available.
4.3 The proposals are for 62 residential dwellings. An assessment has been undertaken utilising
TRICS 2013(b) and includes sites within the residential: Houses Privately Owned category.
The selection criteria have been narrowed to include sites located within suburban and edge
of town areas. There are a total of 26 weekday sample sites available.
4.4 Table 4 provides a summary of the calculated traffic generation, based upon the TRICS
analysis. The assessed peak hours have been derived from the ATC survey data as
detailed within Chapter 5 of this report. Details of the sites selected and the full TRICS
report is included as Appendix A.
Table 4: Peak Hour TRICS derived trip rates and traffic attraction: 62 residential units
Houses
Privately
Owned:
62 units
Weekday AM Peak
(0800-0900)
Weekday PM Peak
(1500-1600)
Weekday PM Peak
(1700-1800)
Arr Dep Tot Arr Dep Tot Arr Dep Tot
Trip Rate 0.166 0.387 0.553 0.265 0.21 0.475 0.368 0.212 0.58
Trip
Generation 10 24 34 16 13 29 23 13 36
4.5 Analysis of the TRICS data presented in Table 4 demonstrates that the proposed residential
development could generate a total of 34 two-way vehicle movements during the AM peak
hour 0800-0900 and a total of 29 vehicle movements during the PM peak hour 1500-1600,
Gypsy Castle Lane, Hay-on-Wye Mr C Posnett Technical Note
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January 2013 Page 10 of 15
respectively. The data also demonstrates that the existing site could generate a total of 36
two-way vehicle movements during the more traditional PM network peak hour 1700-1800.
Distribution of development traffic
4.6 It is anticipated that the majority of traffic that will be generated by the development
proposals will travel east toward Hay-on-Wye. It has therefore been assumed that
approximately 80 percent of all vehicle trips from the site will originate from and travel to the
east via Gypsy Castle Lane. The remaining 20 percent of vehicle trips will travel west on
Gypsy Castle Lane. This is envisaged to be the case for both the AM and PM peak periods.
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January 2013 Page 11 of 15
5 TRAFFIC SURVEYS AND JUNCITON CAPACITY ANALYSIS
Introduction
5.1 This chapter of the report considers the existing traffic on Gypsy Castle Lane and provides
an analysis of the capacity of the site access with the addition of development traffic and
future year growth.
Traffic Surveys
5.2 In order to assess the volume and classification of vehicular movements that currently utilise
Gypsy Castle Lane, an ATC survey was commissioned on the Thursday 10th January 2013
for a period of seven days. The survey was positioned on both on the western and eastern
approaches of Gypsy Caste lane at the approach to the priority junction with The Meadows.
5.3 The results of the ATC survey demonstrates that the peak hour traffic movements along
Gypsy Castle Lane occurs between 0800 to 0900 for the AM peak period and 1500 to 1600
for the PM peak period. In addition, traffic flow numbers have also been assessed for the
more traditional PM network peak hour of between 1700 and 1800.
5.4 A summary of the survey results for the peak hour and daily period is provided in Table 5
and Table 6. The results are based on a seven day average of the recorded vehicle flows. A
full copy of the ATC survey is included as Appendix B.
Table 5: Vehicle movements – Gypsy Castle Lane (Northeast)
Time Period
Cars / Lights Goods Vehicle
Movements Bus and HGV Movements
Total Two-Way
Movements
(inc. bus and
HGV) NE bound SW bound NE bound SW bound
0800-0900 9 16 2 3 30
1500-1600 14 15 4 2 35
1700-1800 15 17 3 1 36
Daily 170 208 28 28 434
5.5 The results of the ATC survey data demonstrates that, on average, Gypsy Castle Lane
(northeast) experiences 30 two-way vehicle movements (including bus and HGV) during the
AM peak hour 0800-0900 and 35 two-way vehicle movements (including bus and HGV)
during the PM peak hour 1500-1600.
5.6 The results also demonstrate that for the more traditional PM network peak hour Gypsy
Castle Lane (northeast) experiences 36 two-way vehicle movements.
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Table 6: Vehicle movements – Gypsy Castle Lane (Southwest)
Time Period
Cars / Lights Goods Vehicle
Movements Bus and HGV Movements
Total Two-Way
Movements
(inc. bus and
HGV) NE bound SW bound NE bound SW bound
0800-0900 7 6 1 1 15
1500-1600 10 7 2 1 20
1700-1800 11 9 1 1 12
Daily 105 90 15 11 221
5.7 The results of the ATC survey data demonstrates that, on average, Gypsy Castle Lane
(southwest) experiences 15 two-way vehicle movements (including bus and HGV) during
the AM peak hour 0800-0900 and 20 two-way vehicle movements (including bus and HGV)
during the PM peak hour 1500-1600.
5.8 The results also demonstrate that for the more traditional PM network peak hour Gypsy
Castle Lane (northeast) experiences 12 two-way vehicle movements.
5.9 It is evident from the ATC survey that Gypsy Castle Lane experiences relatively low volumes
of vehicular traffic during the AM and PM peak periods.
Traffic Growth
5.10 Forecast base traffic flows represent traffic volumes that will exist on the network in the
future regardless of any development in the area. They have been calculated by applying
growth factors to existing base traffic flows.
5.11 Locally adjusted growth factors have been calculated using TEMPRO (version 6.2) in
accordance with Department for Transport guidance. Powys was selected as the area and
NTEM Dataset 62 and NTM AF09 have been selected within TEMPRO.
5.12 The projected growth factors have been assessed for the period 2013 to 2023. This
represents a 10 year growth period after the target year of submission of the Deposit Plan
representatives and is therefore deemed to provide a robust analysis.
5.13 Relevant growth factors are summarised in Table 7.
Table 7 Growth Factors
Weekday AM Weekday PM
2013 - 2023 1.0600 1.0693
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Total Traffic
5.14 Total traffic flows represent the level of traffic that could be present on the local highway
network for the assessed future year with the addition of development traffic.
Site Access / Gypsy Castle Lane Junction Capacity
5.15 The surveyed ‘peak hour’ traffic flows have been utilised to run a capacity analysis for the
proposed site access junction utilising the PICADY 5.0 software. In order to assess a worst
case scenario, total traffic flows have been used to assess the AM and PM peak periods.
5.16 A summary of the results of the PICADY analysis for the total traffic 2023 scenario are
presented in Table 8. Full PICADY reports included as Appendix C.
Table 8: PICADY Results: Proposed Site Access Total Traffic 2023
_
Total Traffic 2023 –
AM peak (0800 –
0900)
Total Traffic 2023 –
PM peak (1500 –
1600)
Total Traffic 2023 –
PM peak (1700 –
1800)
Max RFC Max Q Max RFC Max Q Max RFC Max Q
B-AC 0.049 0 0.026 0 0.027 0
C-AB 0.012 0 0.010 0 0.019 0
Note: Arm A = Gypsy Castle Lane (Eastern arm)
Arm B = Proposed Site Access Road
Arm C = Gypsy Castle Lane (Western arm)
5.17 The results of analysis demonstrate that the proposed site access junction will operate well
within capacity with no queuing or delays expected during the AM and PM peak hours.
Hay-on-Wye Festival
5.18 The Hay Festival is an annual literature festival that is held in Hay-on-Wye for a period of ten
days from May and June. The Hay-on-Wye festival site is located to the south-west of the
site and is accessible via Brecon Road. During the festival period a number of fields that
surround the site are designated for parking. These include fields located to the west of the
site along Gypsy Castle Lane.
5.19 It is anticipated that the level of traffic along Gypsy Castle Lane and surrounding highway
network will increase during the time of the Hay festival. However, it is envisaged that
appropriate traffic management measures will be in place in order to limit the impact of
additional traffic on the proposed site access arrangements and internal roads within the
site.
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6 SUMMARY AND CONCLUSION
Summary
6.1 This report provides justification from a highways perspective for the expansion of land
located at Gypsy Castle Lane to provide approximately 60 homes and associated
infrastructure improvements.
6.2 The site has been allocated for the delivery of 20 homes in conjunction with Brecon
Beacons Deposit Local Development Plan (LDP). This report supports representatives on
behalf of Barton Willmore to the Deposit Plan, which seek the expansion of the proposed
allocation so that it encompasses the whole of the client’s site, providing an opportunity to
deliver up to 60 homes.
6.3 The site is located on the south-west fringe of Hay-on-Wye and is Greenfield in nature
encompassing agricultural farm land. The site site is currently accessible via an informal
access point from Gypsy Castle Lane, which is designed to cater for agricultural vehicles.
6.4 The site is sustainably located with pedestrian footways, including uncontrolled pedestrian
crossing facilities, provided to the east along Gypsy Castle Lane and the Meadows. The site
is accessible via public transport, with bus stops located along Brecon Road, to the south of
the site.
6.5 Traffic survey data demonstrates that Gypsy Castle Lane currently experiences low
vehicular speeds and low volumes of traffic and is therefore deemed suitable for on-road
cycling.
6.6 Access to the site will be provided directly from Gypsy Castle Lane via a formal priority
junction. The junction has been designed in accordance with MfS and MfS and can cater for
large refuse vehicles.
6.7 Pedestrians and cyclists will be able to access the site directly from Gypsy Castle Lane via
the proposed site access junction. It is envisaged that secondary pedestrian and cycle
access points could be provided via the existing public footpaths provided at the western
and eastern boundaries of the site.
6.8 The level of vehicular traffic that could be generated by the development proposals has
been calculated using the TRICS database. The assessment demonstrates that the site
could generate a maximum of 36 two-way vehicle movements during the PM peak period
1700 to 1800. This is not considered to be a significant number of new trips.
6.9 In order to assess the operation the proposed access junction in respect of existing traffic
flows along Gypsy Castle Lane and the addition of development traffic generated by the
proposals, capacity analysis has been undertaken using PICADY. The results demonstrate
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that the proposed junction would operate within capacity with minimal queuing and delays
during both the AM and PM peak periods for the future year 2023.
6.10 The proposed access arrangements will be carefully managed during the Hay Festival to
ensure that vehicle access is not impeded.
Conclusion
6.11 This report demonstrates that the Gypsy Castle Lane site is located in a sustainable setting
and is accessible via non-car modes of transport including foot, cycle and public transport.
6.12 It is concluded that there are no highway related reasons why the site should not be
considered for expansion in conjunction with Brecon Beacons Deposit Local Development
Plan (LDP).
Gypsy Castle Lane, Hay-on-Wye Mr C Posnett Technical Note
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January 2013 Figures
FIGURES