Parking Feasibility Study Bwthyn Consultation...25364 – Parking Feasibility Study Page 5 of 15 2.3.3 Large areas of Talbot Green are also with 1,000m of the proposed development

Parking Feasibility StudyParking Feasibility StudyParking Feasibility StudyParking Feasibility Study

Y Bwythn Palliative Care UnitY Bwythn Palliative Care UnitY Bwythn Palliative Care UnitY Bwythn Palliative Care Unit

Prepared by: Carmel Lennon BE MSc DIC

Reviewed by: Emma Bailey BE MSc CEng MICE

Date: October 2016

Reference: 25364

RevisionsRevisionsRevisionsRevisions

RevRevRevRev DateDateDateDate ByByByBy NotesNotesNotesNotes

1 Oct ’16 CL/EB Issued as DRAFT

2 Nov ’16 CL/EB Amended to finalise car parking numbers

PALLIATIVE CARE UNIT, Y BWTHYN

25364 – Parking Feasibility Study Page 2 of 15

CCCContentsontentsontentsontents

1 Introduction 3

2 Existing Site Conditions 3

3 Proposed Development 8

4 Trip Generation 9

5 Summary & Conclusions 12

AppendicesAppendicesAppendicesAppendices

Appendix A – Census Data

Appendix B – TRICS DATA



1111 IntroductionIntroductionIntroductionIntroduction

1.1 Price & Myers have been commissioned to carry out a Parking Feasibility Study for Y

Bwthyn Specialist Palliative Care Unit at the Royal Glamorgan Hospital.

1.2 The Parking Feasibility Study will review the existing parking on site and the requirement for

additional parking to meet the needs of the proposed palliative care unit.

1.3 The existing site conditions, including the access routes and opportunities for travel on foot,

bicycle and public transport are assessed in Section 2. The proposed development is

reviewed in Section 3 and the resultant trip generation and impact on the local highway is

reviewed in Section 4. Section 5 gives the summary and conclusions.

2222 Existing Site ConditionsExisting Site ConditionsExisting Site ConditionsExisting Site Conditions

2.12.12.12.1 IntroductionIntroductionIntroductionIntroduction

2.1.1 This section describes the existing parking facilities available to the staff of the Royal

Glamorgan Hospital. The site location and current use is outlined. The local highway

network is described and the opportunities for walking, cycling and public transport travel

to and from the site are explored.

2.22.22.22.2 LocationLocationLocationLocation,,,, Access Access Access Access and Current Useand Current Useand Current Useand Current Use

2.2.1 The site is located within the existing Royal Galmorgan Hospital, just off Ely Valley Road

(A4119). The nearest urban areas are Talbot Green to the south, Ynysmaerdy to the north

and Llantrisant to the south east. The site location is shown in Figure 2.1.

2.2.2 The site has approximate OS coordinates of 304043/183709 at Grid Reference

ST040837, and the site’s postcode is CF72 8LL.

Figure Figure Figure Figure 2222....1111 –––– Site LocaSite LocaSite LocaSite Locatiotiotiotionnnn



2.2.3 As shown in Figure 2.2, the site is located within an existing car park to the south east of

the main building at Royal Glamorgan Hospital. The site is accessible from Ely Valley Road

to the east.

Figure 2.2 Figure 2.2 Figure 2.2 Figure 2.2 –––– Existing SiteExisting SiteExisting SiteExisting Site

2.32.32.32.3 Opportunities for PedestrOpportunities for PedestrOpportunities for PedestrOpportunities for Pedestrian Travelian Travelian Travelian Travel

2.3.1 The Institution of Highways and Transportation (IHT) publication “Guidelines for providing

for Journeys on Foot” (2000) describes acceptable walking distances for pedestrians

without mobility impairment. According to this document the desired walking distance for

commuters and school pupils is up to 500 metres, an acceptable walking distance is up to

1,000m, and up to 2,000 metres is the preferred maximum walking distance.

2.3.2 The site is less than 1,000m from Ynysmaerdy which is accessible via a continuous

pavement from the Royal Glamorgan Hospital. Any members of staff living in this area

could easily walk to work.



2.3.3 Large areas of Talbot Green are also with 1,000m of the proposed development site,

however according to Royal Glamorgan Hospital’s Travel Plan the staff are reluctant to

walk to work as it requires walking along a busy dual carriageway.

2.42.42.42.4 Opportunities for Cycle TravelOpportunities for Cycle TravelOpportunities for Cycle TravelOpportunities for Cycle Travel

2.4.1 According to the DfT’s “LTN 1/04 – Policy, Planning and Design for Walking and Cycling”

the maximum comfortable distance that cyclists are typically prepared to cycle is up to

5km for non-leisure journeys, such as journeys to work or school.

2.4.2 Y Bwthyn Specialist Palliative Care Unit’s cycle catchment area takes in Talbot Green,

Ynysmaerdy and Llantrisant. Figure 2.3 shows the cycle infrastructure in the immediate

vicinity of the development.

2.4.3 As shown in Figure 2.3, a “traffic-free route on the National Cycle Network” passes very

close to the development site. This is also linked to an “on-road route on the National

Cycle Network”. This provides a safe/user friendly cycle route to and from Ynysmaerdy

and Talbot Green which could be used by staff living locally to travel to work.

Figure 2.3Figure 2.3Figure 2.3Figure 2.3 Cycle Infrastructure in vicinity of Cycle Infrastructure in vicinity of Cycle Infrastructure in vicinity of Cycle Infrastructure in vicinity of the Royal Glamorgan Hospitalthe Royal Glamorgan Hospitalthe Royal Glamorgan Hospitalthe Royal Glamorgan Hospital

2.52.52.52.5 OpportunitiOpportunitiOpportunitiOpportunities for Public Transport Traveles for Public Transport Traveles for Public Transport Traveles for Public Transport Travel

2.5.1 According to the IHT publication “Guidelines for Planning for Public Transport in

Developments” the maximum walking distance to a bus stop should not exceed 400

metres and 800 metres for a tram/rail station.

2.5.2 There are two bus stops located immediately adjacent to the main entrance to the Royal

Glamorgan Hospital which is approximately 340m from the development site. The bus

stops are covered, well-lit and also have timetable signage in place.

2.5.3 The routes and frequencies of the buses that serve these bus stops are shown in Table

2.1. There are other bus stops within 500m of the development site but these are all

served by the same bus routes and therefore, they have not been included.



Name on Bus StopName on Bus StopName on Bus StopName on Bus Stop Distance fDistance fDistance fDistance from Siterom Siterom Siterom Site RoutesRoutesRoutesRoutes FrequencyFrequencyFrequencyFrequency

Royal Glamorgan

Hospital (S) 340m

100 – towards Pontypridd;

100C – towards Don Caerlan;

122 – towards Cardiff;

124 – towards Cardiff;

404 – towards Pontypridd

3/hour;

2/hour;

4/hour;

1/hour;

1/hour.

Royal Glamorgan

Hospital (N) 340m

122 – towards Tonypandy;

124 – towards Maerdy;

131 – towards Maerdy;

404 – towards Bridgend

3/hour;

1/hour;

2 in the evening;

1/hour.

Table 2.1Table 2.1Table 2.1Table 2.1 Local Bus InformationLocal Bus InformationLocal Bus InformationLocal Bus Information

Figure 2.4Figure 2.4Figure 2.4Figure 2.4 Local Bus ServicesLocal Bus ServicesLocal Bus ServicesLocal Bus Services

2.5.4 As shown in Table 2.1, these bus stops are served by numerous bus routes. The site is

connected to bus depots, such as Tonypandy, Pontypridd and Talbot Green, with buses

running up to 3 times an hour.

2.5.5 There is no train station within 800m of the development site. However, the Pontyclun

Station is easily accessible by bus routes 404 and 122 which stop outside the main

entrance to Royal Glamorgan Hospital, as described above.

2.62.62.62.6 Existing CarExisting CarExisting CarExisting Car PPPParking Facilitiesarking Facilitiesarking Facilitiesarking Facilities

2.6.1 There are currently 1,463 parking spaces available to the staff, visitors and patients of

Royal Glamorgan Hospital. Of these, 80 are designated blue badge bays. These spaces

are split between a number of car parks across the site. The largest car park is to the west

of the main hospital building. A breakdown of the number of spaces in this car park is

shown in Figure 2.5 (totalling 1,022). The remainder of the existing spaces are in smaller

carparks located near to building entrances.



Figure 2.5Figure 2.5Figure 2.5Figure 2.5 Main Car Park at Royal Glamorgan HospitalMain Car Park at Royal Glamorgan HospitalMain Car Park at Royal Glamorgan HospitalMain Car Park at Royal Glamorgan Hospital

2.6.2 A parking accumulation survey, carried out in October 2016, found that this car park is

over capacity reaching a peak capacity of 106% in the mid-afternoon. It is assumed that

the smaller car parks closer to the hospital buildings are also over capacity as these car

parks are in more desirable locations and are therefore likely to reach capacity before the

car park shown in Figure 2.5.

2.6.3 As previously described, the site is located within one of the existing car parks serving

Royal Glamorgan Hospital. This car park currently has approximately 90 spaces.

2.72.72.72.7 SummarySummarySummarySummary

2.7.1 The site is located within an existing car park attached to the Royal Glamorgan Hospital

and is accessible from Ely Valley Road.

2.7.2 The existing cycle infrastructure, including dedicated cycle routes, means there are good

opportunities for cycle travel between the site and the local area. There are also good

public transport links with buses serving numerous nearby urban areas as well as

Pontyclun train station.



3333 Proposed DevelopmentProposed DevelopmentProposed DevelopmentProposed Development

3.13.13.13.1 Development ProposalsDevelopment ProposalsDevelopment ProposalsDevelopment Proposals

3.1.1 It is proposed to provide a specialist palliative care service within the grounds of the Royal

Glamorgan Hospital. At present, the local area is served by a specialist palliative care

service on the site of Pontypridd District Hospital. It is proposed to renew this service by

relocating it to the Royal Glamorgan Hospital.

3.1.2 The proposed facility will have a gross floor area (GFA) of 1,230sqm and will

accommodate approximately 20 day unit patients and 8 patient in the inpatient unit. The

proposed site layout is shown in Figure 3.1.

Figure 3.1Figure 3.1Figure 3.1Figure 3.1 Proposed Site Plan (Extract from drawing by KKE ArchitecProposed Site Plan (Extract from drawing by KKE ArchitecProposed Site Plan (Extract from drawing by KKE ArchitecProposed Site Plan (Extract from drawing by KKE Architects)ts)ts)ts)

3.23.23.23.2 Provision for CyclingProvision for CyclingProvision for CyclingProvision for Cycling

3.2.1 As outlined in Section 2.4, the site is well connected by existing cycle routes including a

traffic free route which forms part of the National Cycle Network.

3.2.2 In order to accommodate staff or visitors who may wish to cycle to the proposed

development, cycle stands will be provided in line with the guidance set out in Rhondda

Cynon Taf’s “Local Development Plan – Supplementary Planning Guidance – Delivering

Design and Placemaking: Access, Circulation & Parking Requirements”.

3.2.3 The Local Development Plan (LDP) states that cycle parking should be “located in a safe,

secure and convenient location”. For the purpose of this study we have classified the

Inpatient Unit as a “Hospital” and the Day Unit as “Health Centre and Surgeries” as there is

no classification for “Hospice” The requirements for the number of cycle stands are

identified in the LDP as:

Hospital • Long Stay: 1 stand per 20 beds;



• Short Stay: 1 stand per 10 beds. Health Centres and Surgeries • Long Stay: Included in short stay • Short Stay: 1 stand per consulting room

3.2.4 The proposed palliative care unit will provide 8 beds for inpatients, requiring 1 stand, and 4

Consulting Rooms in the day unit, requiring 4 stands. Therefore, it is proposed to provide

5 bicycle stands which will accommodate 10 bicycles to be safely stored on site at any

time.

3.33.33.33.3 ParkingParkingParkingParking

3.3.1 The LDP sets both an operational minimum level of car parking and a maximum non-

operational level. The following requirements are set out:

Hospital • Operational: Essential vehicles as required; • Maximum non-operational: 2.5 spaces per beds.

Health Centres and Surgeries • Operational: 1 space per practitioner; • Maximum non-operational: 1 space per 3 ancillary staff & 3 spaces per practitioner.

3.3.2 The staff and patient numbers for the proposed development and the associated minimum

and maximum parking required has been outlined in Table 3.1 below.

NumberNumberNumberNumber Minimum ProvisionMinimum ProvisionMinimum ProvisionMinimum Provision Maximum ProvisionMaximum ProvisionMaximum ProvisionMaximum Provision

Inpatient unit (Hospital)

Beds 8 20

Day Unit (Health Centre & Surgery)

Practitioners 6 6 18

Ancillary staff 23 8

TotalTotalTotalTotal Number of spacesNumber of spacesNumber of spacesNumber of spaces 6666 46464646 Table 3.1Table 3.1Table 3.1Table 3.1 Parking provision Parking provision Parking provision Parking provision

3.3.3 The proposed facility will replace an existing specialist palliative care unit in Pontypridd

District Hospital. However, as the staff and visitors current commute to Pontypridd District

Hospital will be significantly different to their future commute to the Royal Glamorgan

Hospital, it is not thought that a travel survey would accurately determine the required car

parking provision.

3.3.4 Therefore, the trip rates obtained from TRICS are considered to be the most robust

assessment of the trip rates as well as the best fit with respect to assessing the required

car parking provision. Refer to Section 4 for the TRICS data and associated parking

accumulation figures.

3.3.5 Separate ambulance bays are included to the south of the proposed building.



4444 Trip GenerationTrip GenerationTrip GenerationTrip Generation

4.14.14.14.1 IntroductionIntroductionIntroductionIntroduction

4.1.1 This section outlines the forecast trip rates and resultant traffic generation. In addition, the

modal split and associated person trip generation is described.

4.24.24.24.2 Proposed use Traffic GenerationProposed use Traffic GenerationProposed use Traffic GenerationProposed use Traffic Generation

4.2.1 The TRICS database was used to estimate the percentage of the vehicles expected to

arrive at the development at different times of day and the resultant car accumulation.

Reference was made to the ‘Hospice” category of the TRICS 7 database. All sites in this

category were examined with the exception of those located in Greater London. Only sites

with patient figures of between 12 and 50 were selected.

4.2.2 A summary of the TRICS output is shown in Table 4.1 where the top set of figures shown

are per patient and then below these are extrapolated for 28 patients as there are

expected to be a maximum of 20 patients in the Day Unit at any time and up to 8 patients

in the Inpatient Unit. The full set of TRICS outputs can be found in Appendix B.

4.2.3 As shown the maximum number of cars expected to park on site at any one time is 28.

This figure has therefore been used to inform the required car parking provision for the

proposed palliative care unit.

ARRIVINGARRIVINGARRIVINGARRIVING DEPARTINGDEPARTINGDEPARTINGDEPARTING TOTALTOTALTOTALTOTAL Parking AccumulationParking AccumulationParking AccumulationParking Accumulation

Trip Rates (per Patient)Trip Rates (per Patient)Trip Rates (per Patient)Trip Rates (per Patient) 0700 – 0800 0.495 0.206 0.701

0800 – 0900 0.523 0.178 0.701

0900 – 1000 0.486 0.206 0.692

1000 – 1100 0.336 0.262 0.598

1100 – 1200 0.252 0.346 0.598

1200 – 1300 0.374 0.402 0.776

1300 – 1400 0.336 0.28 0.616

1400 – 1500 0.449 0.495 0.944

1500 – 1600 0.224 0.327 0.551

1600 – 1700 0.271 0.505 0.776

1700 – 1800 0.262 0.523 0.785

1800 – 1900 0.458 0.551 1.009

Daily Total: 0700 – 1900 4.466 4.281 8.747

Trip Rates (28 Patients)Trip Rates (28 Patients)Trip Rates (28 Patients)Trip Rates (28 Patients) 0700 – 0800 14 6 20 8

0800 – 0900 15 5 20 18

0900 – 1000 14 6 19 26

1000 – 1100 9 7 17 28282828

1100 – 1200 7 10 17 25

1200 – 1300 10 11 22 24

1300 – 1400 9 8 17 26

1400 – 1500 13 14 26 25

1500 – 1600 6 9 15 22

1600 – 1700 8 14 22 15

1700 – 1800 7 15 22 8

1800 – 1900 13 15 28 5

Daily Total: 0700 – 1900 125 120 245

TableTableTableTable 4.14.14.14.1 FutureFutureFutureFuture TripTripTripTrip Rate Rate Rate Rate (Data obtained fr(Data obtained fr(Data obtained fr(Data obtained from TRICS, 2016om TRICS, 2016om TRICS, 2016om TRICS, 2016))))



4.2.4 As previously mentioned, the proposed facility will replace an existing specialist palliative

care unit in Pontypridd District Hospital. However, as the staff and visitors current

commute to Pontypridd District Hospital will be significantly different to their future

commute to the Royal Glamorgan Hospital, it is not thought that a travel survey would

accurately determine the trip rates associated with the proposed development.

4.2.5 Therefore, the trip rates obtained from TRICS are considered to be the most robust

assessment of the trip rates as well as the best fit with respect to assessing the required

bar parking provision. As shown in Table 4.1, a parking provision of 28 no. car parking

spaces is required.

4.34.34.34.3 Modal Split and Person Trip GenerationModal Split and Person Trip GenerationModal Split and Person Trip GenerationModal Split and Person Trip Generation

4.3.1 It is necessary to determine a reasonable modal split from the site. In order to inform this

modal split, the 2011 National Census “Method of Travel to Work by mode of travel” data

was studied.

4.3.2 It is expected that staff and visitors will live within the greater Pontypridd area and therefore

the modal split information shown in Table 4.2 will be reflective of the travel habits of the

site users. The full census information can be found in Appendix A.

Mode of TransportMode of TransportMode of TransportMode of Transport Persons*Persons*Persons*Persons* % of Total% of Total% of Total% of Total

Underground, metro, light rail, tram 35 0.10%

Train 1,509 4.27%

Bus, minibus or coach 1,464 4.14%

Taxi 91 0.26%

Motorcycle, scooter or moped 179 0.51%

Driving a car or van 26,655 75.46%

Passenger in a car or van 2,473 7.00%

Bicycle 222 0.63%

On foot 2,694 7.63%

Total Persons*Total Persons*Total Persons*Total Persons* 35,32235,32235,32235,322 *after work at home, unemployed and other were removed

Table 4.2Table 4.2Table 4.2Table 4.2 Method of Travel to Method of Travel to Method of Travel to Method of Travel to Work Data for Employees living Work Data for Employees living Work Data for Employees living Work Data for Employees living in tin tin tin the Pontypridd areahe Pontypridd areahe Pontypridd areahe Pontypridd area

4.3.3 From studying Table 4.1, it is difficult to pinpoint peak hours on which to focus the modal

split study as it is expected that there will be steady flow of people arriving at and

departing from the hospice throughout the day. Therefore, the peak hours of the

surrounding infrastructure were studied as shown in Table 4.3 (0700-0900 & 1600-1800).

Mode of TransportMode of TransportMode of TransportMode of Transport % Modal % Modal % Modal % Modal

SplitSplitSplitSplit

Total Trip RatesTotal Trip RatesTotal Trip RatesTotal Trip Rates

0700070007000700----0800080008000800 0800080008000800----0900090009000900 1600160016001600----1700170017001700 1700170017001700----1800180018001800

Underground, metro, light rail, tram 0.10% 0 0 0 0

Train 4.27% 1 1 1 1

Bus, minibus or coach 4.14% 1 1 1 1

Taxi 0.26% 0 0 0 0

Motorcycle, scooter or moped 0.51% 0 0 0 0

Driving a car or van 75.46% 20 20 22 22

Passenger in a car or van 7.00% 2 2 2 2

Bicycle 0.63% 0 0 0 0

On foot 7.63% 2 2 2 2

Table 4.3Table 4.3Table 4.3Table 4.3 Predicted Modal Split for Y Bwthyn Palliative Care UnitPredicted Modal Split for Y Bwthyn Palliative Care UnitPredicted Modal Split for Y Bwthyn Palliative Care UnitPredicted Modal Split for Y Bwthyn Palliative Care Unit



4.44.44.44.4 Impact of Additional Person Trips on the Local InfrastructureImpact of Additional Person Trips on the Local InfrastructureImpact of Additional Person Trips on the Local InfrastructureImpact of Additional Person Trips on the Local Infrastructure

4.4.1 It is expected that the proposed development will result in a minor increase in the number

of journeys to the Royal Glamorgan Hospital and surrounding area. However, the increase

in trip rates is expected to be negligible when compared to the existing trip rates

associated with the Royal Glamorgan Hospital.

4.4.2 Therefore, there is not expected to be any impact on the capacity of the existing

infrastructure.



5555 Summary & ConclusionsSummary & ConclusionsSummary & ConclusionsSummary & Conclusions

5.1 Price & Myers have been commissioned to carry out a Parking Feasibility Study for Y

Bwthyn Specialist Palliative Care Unit at the Royal Glamorgan Hospital.

5.2 The location of the palliative care unit is described in Section 2. Section 2 also outlines the

accessibility of the development and the potential for travel by various transport modes.

5.3 It is concluded that the proposed development site is accessible by a variety of sustainable

modes of transport, and as a result is a suitable location for a healthcare development.

Given the areas within an acceptable walking distance of the site, and the existing

pedestrian infrastructure around the site, there are good opportunities for pedestrian travel.

A similar deduction can be made for cycle travel, especially since the development is

located on a National Cycle Route. The site is also accessible by bus, with up to 3 buses

per hour providing access to Tonypandy, Pontypridd and Talbot Green. The bus services

also provide good access to Pontyclun Station, therefore giving scope for multi-modal

journeys.

5.4 The proposed development will result in a minor increase in pedestrian, cyclist and public

transport trips in the locality. However, it was deduced that the existing infrastructure will be

able to cope with the increase in trips and that no mitigation measures are required.

5.5 According to the parking provision policy set out in Rhondda Cynon Taf’s “Local

Development Plan, a minimum of 6 and a maximum of 46 parking spaces are required for

the development. In order to estimate the actual car parking demand, TRICS data was

analysed and this showed that 28 parking spaces would be required. Considering the staff

figures and the number of beds in the proposed palliative care unit, this parking provision is

considered suitable.



Appendix AAppendix AAppendix AAppendix A

Census Data

QS701EW - Method of travel to workONS Crown Copyright Reserved [from Nomis on 12 October 2016]

population All usual residents aged 16 to 74

units Persons

date 2011

rural urban Total

Method of Travel to

Workgor:Wales wpca2011:Rhondda

wpca2011:Cynon

Valleywpca2011:Pontypridd

wpca2011:Vale

of Glamorgan

wpca2011:Cardiff

West

wpca2011:Cardiff

North

wpca2011:Cardiff

Central

wpca2011:Cardiff

South and Penarth

All categories: Method of travel to work2,245,166 50,555 50,290 59,812 71,165 66,360 64,464 71,567 78,528

Work mainly at or from home 73,140 575 725 1,234 2,355 1,720 1,753 1,541 1,742

Underground, metro, light rail, tram 1,175 10 10 35 64 61 53 58 52

Train 27,341 1,300 1,114 1,509 2,469 1,446 1,829 1,195 1,930

Bus, minibus or coach 62,903 1,159 1,190 1,464 1,200 4,588 3,011 4,154 4,965

Taxi 6,523 70 105 91 210 187 106 229 275

Motorcycle, scooter or moped 7,694 123 103 179 251 200 216 119 222

Driving a car or van 918,645 18,264 19,522 26,655 31,092 24,720 27,422 18,230 29,278

Passenger in a car or van 92,727 2,493 2,621 2,473 2,614 2,174 1,961 1,943 2,784

Bicycle 19,659 102 91 222 626 1,759 1,444 1,614 1,498

On foot 145,135 2,981 2,484 2,694 3,902 5,061 4,387 9,352 7,158

Other method of travel to work 8,673 98 134 197 327 257 189 268 331

Not in employment 881,551 23,380 22,191 23,059 26,055 24,187 22,093 32,864 28,293

In order to protect against disclosure of personal information, records have been swapped between different geographic areas. Some counts will be affected, particularly small counts at the lowest geographies.



Appendix BAppendix BAppendix BAppendix B

TRICS Data

TRICS 7.3.3 240916 B17.41 (C) 2016 TRICS Consortium Ltd Wednesday 12/10/16

Page 1

Price & Myers LLP 30 Newman Street London Licence No: 611801

Calculation Reference: AUDIT-611801-161012-1001

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 05 - HEALTH

Category : H - HOSPICE

VEHICLES

Selected regions and areas:

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

06 WEST MIDLANDS

WK WARWICKSHIRE 1 days

09 NORTH

DH DURHAM 1 days

17 ULSTER (NORTHERN IRELAND)

DE DERRY 1 days

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

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 patients

Actual Range: 20 to 32 (units: )

Range Selected by User: 12 to 48 (units: )

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/08 to 21/10/11

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 1 days

Thursday 2 days

Friday 1 days

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

Selected survey types:

Manual count 4 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) 1

Edge of Town 3

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 3

No Sub Category 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.


Page 2



Use Class:

C 2 3 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:

5,001 to 10,000 2 days

15,001 to 20,000 2 days

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

Population within 5 miles:

125,001 to 250,000 2 days

250,001 to 500,000 2 days


Car ownership within 5 miles:

0.6 to 1.0 2 days

1.1 to 1.5 1 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:

No 4 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 3


LIST OF SITES relevant to selection parameters

1 CA-05-H-01 HOSPICE CAMBRIDGESHIRE

THORPE ROAD

LONGTHORPE

PETERBOROUGH

Suburban Area (PPS6 Out of Centre)

Residential Zone

Total Number of patients: 2 0

Survey date: MONDAY 17/10/11 Survey Type: MANUAL

2 DE-05-H-01 HOSPICE DERRY

CULMORE ROAD

STEELSTOWN

LONDONDERRY

Edge of Town

No Sub Category


Survey date: THURSDAY 12/11/09 Survey Type: MANUAL

3 DH-05-H-02 HOSPICE DURHAM

PARK HOUSE ROAD

MERRYOAKS

DURHAM

Edge of Town

Residential Zone



4 WK-05-H-01 HOSPICE WARWICKSHIRE

CLIFFORD BRIDGE ROAD

COVENTRY

Edge of Town

Residential Zone


Survey date: FRIDAY 21/10/11 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.


Page 4


TRIP RATE for Land Use 05 - HEALTH/H - HOSPICE

VEHICLES

Calculation factor: 1 PATIEN

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

No. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days PATIEN Rate Days PATIEN Rate Days PATIEN 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

4 27 0.495 4 27 0.206 4 27 0.70107:00 - 08:00

4 27 0.523 4 27 0.178 4 27 0.70108:00 - 09:00

4 27 0.486 4 27 0.206 4 27 0.69209:00 - 10:00

4 27 0.336 4 27 0.262 4 27 0.59810:00 - 11:00

4 27 0.252 4 27 0.346 4 27 0.59811:00 - 12:00

4 27 0.374 4 27 0.402 4 27 0.77612:00 - 13:00

4 27 0.336 4 27 0.280 4 27 0.61613:00 - 14:00

4 27 0.449 4 27 0.495 4 27 0.94414:00 - 15:00

4 27 0.224 4 27 0.327 4 27 0.55115:00 - 16:00

4 27 0.271 4 27 0.505 4 27 0.77616:00 - 17:00

4 27 0.262 4 27 0.523 4 27 0.78517:00 - 18:00

4 27 0.458 4 27 0.551 4 27 1.00918:00 - 19:00

3 26 0.091 3 26 0.260 3 26 0.35119:00 - 20:00

3 26 0.390 3 26 0.286 3 26 0.67620:00 - 21:00

1 20 0.000 1 20 0.000 1 20 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 4.947 4.827 9.774

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: 20 - 32 (units: )

Survey date date range: 01/01/08 - 21/10/11

Number of weekdays (Monday-Friday): 4

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.


Page 5


This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are

displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time

period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected

direction is shown at the top of the graph.


Page 6







Page 7







Page 8



TAXIS






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

4 27 0.019 4 27 0.000 4 27 0.01907:00 - 08:00

4 27 0.000 4 27 0.019 4 27 0.01908:00 - 09:00

4 27 0.019 4 27 0.019 4 27 0.03809:00 - 10:00

4 27 0.019 4 27 0.019 4 27 0.03810:00 - 11:00

4 27 0.000 4 27 0.000 4 27 0.00011:00 - 12:00

4 27 0.047 4 27 0.047 4 27 0.09412:00 - 13:00

4 27 0.028 4 27 0.028 4 27 0.05613:00 - 14:00

4 27 0.000 4 27 0.000 4 27 0.00014:00 - 15:00

4 27 0.000 4 27 0.000 4 27 0.00015:00 - 16:00

4 27 0.009 4 27 0.009 4 27 0.01816:00 - 17:00

4 27 0.000 4 27 0.000 4 27 0.00017:00 - 18:00

4 27 0.000 4 27 0.000 4 27 0.00018:00 - 19:00

3 26 0.000 3 26 0.000 3 26 0.00019:00 - 20:00

3 26 0.000 3 26 0.000 3 26 0.00020:00 - 21:00

1 20 0.000 1 20 0.000 1 20 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.141 0.141 0.282






the table.







Parameter summary














Page 9







Page 10







Page 11







Page 12



OGVS






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

4 27 0.000 4 27 0.000 4 27 0.00007:00 - 08:00

4 27 0.000 4 27 0.000 4 27 0.00008:00 - 09:00

4 27 0.009 4 27 0.009 4 27 0.01809:00 - 10:00

4 27 0.019 4 27 0.019 4 27 0.03810:00 - 11:00

4 27 0.000 4 27 0.000 4 27 0.00011:00 - 12:00

4 27 0.009 4 27 0.009 4 27 0.01812:00 - 13:00

4 27 0.009 4 27 0.009 4 27 0.01813:00 - 14:00

4 27 0.019 4 27 0.009 4 27 0.02814:00 - 15:00

4 27 0.028 4 27 0.028 4 27 0.05615:00 - 16:00

4 27 0.009 4 27 0.009 4 27 0.01816:00 - 17:00

4 27 0.000 4 27 0.000 4 27 0.00017:00 - 18:00

4 27 0.009 4 27 0.019 4 27 0.02818:00 - 19:00

3 26 0.000 3 26 0.000 3 26 0.00019:00 - 20:00

3 26 0.000 3 26 0.000 3 26 0.00020:00 - 21:00

1 20 0.000 1 20 0.000 1 20 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.111 0.111 0.222






the table.







Parameter summary














Page 13







Page 14







Page 15







Page 16



PSVS






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

4 27 0.000 4 27 0.000 4 27 0.00007:00 - 08:00

4 27 0.000 4 27 0.000 4 27 0.00008:00 - 09:00

4 27 0.000 4 27 0.000 4 27 0.00009:00 - 10:00

4 27 0.000 4 27 0.000 4 27 0.00010:00 - 11:00

4 27 0.000 4 27 0.000 4 27 0.00011:00 - 12:00

4 27 0.000 4 27 0.000 4 27 0.00012:00 - 13:00

4 27 0.000 4 27 0.000 4 27 0.00013:00 - 14:00

4 27 0.000 4 27 0.000 4 27 0.00014:00 - 15:00

4 27 0.000 4 27 0.000 4 27 0.00015:00 - 16:00

4 27 0.000 4 27 0.000 4 27 0.00016:00 - 17:00

4 27 0.000 4 27 0.000 4 27 0.00017:00 - 18:00

4 27 0.000 4 27 0.000 4 27 0.00018:00 - 19:00

3 26 0.000 3 26 0.000 3 26 0.00019:00 - 20:00

3 26 0.000 3 26 0.000 3 26 0.00020:00 - 21:00

1 20 0.000 1 20 0.000 1 20 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.000 0.000 0.000






the table.







Parameter summary














Page 17







Page 18







Page 19







Page 20



CYCLISTS






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

4 27 0.000 4 27 0.000 4 27 0.00007:00 - 08:00

4 27 0.000 4 27 0.000 4 27 0.00008:00 - 09:00

4 27 0.000 4 27 0.000 4 27 0.00009:00 - 10:00

4 27 0.000 4 27 0.000 4 27 0.00010:00 - 11:00

4 27 0.000 4 27 0.000 4 27 0.00011:00 - 12:00

4 27 0.000 4 27 0.000 4 27 0.00012:00 - 13:00

4 27 0.000 4 27 0.000 4 27 0.00013:00 - 14:00

4 27 0.000 4 27 0.000 4 27 0.00014:00 - 15:00

4 27 0.000 4 27 0.000 4 27 0.00015:00 - 16:00

4 27 0.000 4 27 0.000 4 27 0.00016:00 - 17:00

4 27 0.000 4 27 0.000 4 27 0.00017:00 - 18:00

4 27 0.000 4 27 0.000 4 27 0.00018:00 - 19:00

3 26 0.000 3 26 0.000 3 26 0.00019:00 - 20:00

3 26 0.000 3 26 0.000 3 26 0.00020:00 - 21:00

1 20 0.000 1 20 0.000 1 20 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.000 0.000 0.000






the table.







Parameter summary














Page 21







Page 22







Page 23







Page 1


Calculation Reference: AUDIT-611801-161012-1057

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 05 - HEALTH

Category : H - HOSPICE

VEHICLES

Selected regions and areas:

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

06 WEST MIDLANDS

WK WARWICKSHIRE 1 days

09 NORTH

DH DURHAM 1 days

17 ULSTER (NORTHERN IRELAND)

DE DERRY 1 days

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


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 Employees

Actual Range: 40 to 90 (units: )

Range Selected by User: 24 to 150 (units: )

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/08 to 21/10/11

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 1 days

Thursday 2 days

Friday 1 days

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

Selected survey types:

Manual count 4 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) 1

Edge of Town 3

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 3

No Sub Category 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.


Page 2



Use Class:

C 2 3 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:

5,001 to 10,000 2 days

15,001 to 20,000 2 days


Population within 5 miles:

125,001 to 250,000 2 days

250,001 to 500,000 2 days


Car ownership within 5 miles:

0.6 to 1.0 2 days

1.1 to 1.5 1 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:

No 4 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 3


LIST OF SITES relevant to selection parameters

1 CA-05-H-01 HOSPICE CAMBRIDGESHIRE

THORPE ROAD

LONGTHORPE

PETERBOROUGH

Suburban Area (PPS6 Out of Centre)

Residential Zone

Total Number of Employees: 9 0

Survey date: MONDAY 17/10/11 Survey Type: MANUAL

2 DE-05-H-01 HOSPICE DERRY

CULMORE ROAD

STEELSTOWN

LONDONDERRY

Edge of Town

No Sub Category



3 DH-05-H-02 HOSPICE DURHAM

PARK HOUSE ROAD

MERRYOAKS

DURHAM

Edge of Town

Residential Zone



4 WK-05-H-01 HOSPICE WARWICKSHIRE

CLIFFORD BRIDGE ROAD

COVENTRY

Edge of Town

Residential Zone


Survey date: FRIDAY 21/10/11 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.


Page 4



VEHICLES

Calculation factor: 1 EMPLOY




Time Range Days EMPLOY Rate Days EMPLOY Rate Days EMPLOY 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

4 59 0.224 4 59 0.093 4 59 0.31707:00 - 08:00

4 59 0.236 4 59 0.080 4 59 0.31608:00 - 09:00

4 59 0.219 4 59 0.093 4 59 0.31209:00 - 10:00

4 59 0.152 4 59 0.118 4 59 0.27010:00 - 11:00

4 59 0.114 4 59 0.156 4 59 0.27011:00 - 12:00

4 59 0.169 4 59 0.181 4 59 0.35012:00 - 13:00

4 59 0.152 4 59 0.127 4 59 0.27913:00 - 14:00

4 59 0.203 4 59 0.224 4 59 0.42714:00 - 15:00

4 59 0.101 4 59 0.148 4 59 0.24915:00 - 16:00

4 59 0.122 4 59 0.228 4 59 0.35016:00 - 17:00

4 59 0.118 4 59 0.236 4 59 0.35417:00 - 18:00

4 59 0.207 4 59 0.249 4 59 0.45618:00 - 19:00

3 61 0.038 3 61 0.110 3 61 0.14819:00 - 20:00

3 61 0.165 3 61 0.121 3 61 0.28620:00 - 21:00

1 90 0.000 1 90 0.000 1 90 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.220 2.164 4.384






the table.







Parameter summary














Page 5







Page 6







Page 7







Page 8



TAXIS






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

4 59 0.008 4 59 0.000 4 59 0.00807:00 - 08:00

4 59 0.000 4 59 0.008 4 59 0.00808:00 - 09:00

4 59 0.008 4 59 0.008 4 59 0.01609:00 - 10:00

4 59 0.008 4 59 0.008 4 59 0.01610:00 - 11:00

4 59 0.000 4 59 0.000 4 59 0.00011:00 - 12:00

4 59 0.021 4 59 0.021 4 59 0.04212:00 - 13:00

4 59 0.013 4 59 0.013 4 59 0.02613:00 - 14:00

4 59 0.000 4 59 0.000 4 59 0.00014:00 - 15:00

4 59 0.000 4 59 0.000 4 59 0.00015:00 - 16:00

4 59 0.004 4 59 0.004 4 59 0.00816:00 - 17:00

4 59 0.000 4 59 0.000 4 59 0.00017:00 - 18:00

4 59 0.000 4 59 0.000 4 59 0.00018:00 - 19:00

3 61 0.000 3 61 0.000 3 61 0.00019:00 - 20:00

3 61 0.000 3 61 0.000 3 61 0.00020:00 - 21:00

1 90 0.000 1 90 0.000 1 90 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.062 0.062 0.124






the table.







Parameter summary














Page 9







Page 10







Page 11







Page 12



OGVS






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

4 59 0.000 4 59 0.000 4 59 0.00007:00 - 08:00

4 59 0.000 4 59 0.000 4 59 0.00008:00 - 09:00

4 59 0.004 4 59 0.004 4 59 0.00809:00 - 10:00

4 59 0.008 4 59 0.008 4 59 0.01610:00 - 11:00

4 59 0.000 4 59 0.000 4 59 0.00011:00 - 12:00

4 59 0.004 4 59 0.004 4 59 0.00812:00 - 13:00

4 59 0.004 4 59 0.004 4 59 0.00813:00 - 14:00

4 59 0.008 4 59 0.004 4 59 0.01214:00 - 15:00

4 59 0.013 4 59 0.013 4 59 0.02615:00 - 16:00

4 59 0.004 4 59 0.004 4 59 0.00816:00 - 17:00

4 59 0.000 4 59 0.000 4 59 0.00017:00 - 18:00

4 59 0.004 4 59 0.008 4 59 0.01218:00 - 19:00

3 61 0.000 3 61 0.000 3 61 0.00019:00 - 20:00

3 61 0.000 3 61 0.000 3 61 0.00020:00 - 21:00

1 90 0.000 1 90 0.000 1 90 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.049 0.049 0.098






the table.







Parameter summary














Page 13







Page 14







Page 15







Page 16



PSVS






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

4 59 0.000 4 59 0.000 4 59 0.00007:00 - 08:00

4 59 0.000 4 59 0.000 4 59 0.00008:00 - 09:00

4 59 0.000 4 59 0.000 4 59 0.00009:00 - 10:00

4 59 0.000 4 59 0.000 4 59 0.00010:00 - 11:00

4 59 0.000 4 59 0.000 4 59 0.00011:00 - 12:00

4 59 0.000 4 59 0.000 4 59 0.00012:00 - 13:00

4 59 0.000 4 59 0.000 4 59 0.00013:00 - 14:00

4 59 0.000 4 59 0.000 4 59 0.00014:00 - 15:00

4 59 0.000 4 59 0.000 4 59 0.00015:00 - 16:00

4 59 0.000 4 59 0.000 4 59 0.00016:00 - 17:00

4 59 0.000 4 59 0.000 4 59 0.00017:00 - 18:00

4 59 0.000 4 59 0.000 4 59 0.00018:00 - 19:00

3 61 0.000 3 61 0.000 3 61 0.00019:00 - 20:00

3 61 0.000 3 61 0.000 3 61 0.00020:00 - 21:00

1 90 0.000 1 90 0.000 1 90 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.000 0.000 0.000






the table.







Parameter summary














Page 17







Page 18







Page 19







Page 20



CYCLISTS






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

4 59 0.000 4 59 0.000 4 59 0.00007:00 - 08:00

4 59 0.000 4 59 0.000 4 59 0.00008:00 - 09:00

4 59 0.000 4 59 0.000 4 59 0.00009:00 - 10:00

4 59 0.000 4 59 0.000 4 59 0.00010:00 - 11:00

4 59 0.000 4 59 0.000 4 59 0.00011:00 - 12:00

4 59 0.000 4 59 0.000 4 59 0.00012:00 - 13:00

4 59 0.000 4 59 0.000 4 59 0.00013:00 - 14:00

4 59 0.000 4 59 0.000 4 59 0.00014:00 - 15:00

4 59 0.000 4 59 0.000 4 59 0.00015:00 - 16:00

4 59 0.000 4 59 0.000 4 59 0.00016:00 - 17:00

4 59 0.000 4 59 0.000 4 59 0.00017:00 - 18:00

4 59 0.000 4 59 0.000 4 59 0.00018:00 - 19:00

3 61 0.000 3 61 0.000 3 61 0.00019:00 - 20:00

3 61 0.000 3 61 0.000 3 61 0.00020:00 - 21:00

1 90 0.000 1 90 0.000 1 90 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.000 0.000 0.000






the table.







Parameter summary














Page 21







Page 22







Page 23






Documents

Parking Feasibility Study Bwthyn Consultation...25364 – Parking Feasibility Study Page 5 of 15 2.3.3 Large areas of Talbot Green are also with 1,000m of the proposed development