NW Bicester Masterplan. Access and Travel Strategy Appendix 7 Traffic Impact

Size: px
Start display at page:

Download "NW Bicester Masterplan. Access and Travel Strategy Appendix 7 Traffic Impact"

Transcription

1 NW Bicester Masterplan Access and Travel Strategy Appendix 7 Traffic Impact

2

3 Hyder Consulting (UK) Limited HCL House Fortran Road St Mellons Business Park St Mellons Cardiff CF3 0EY United Kingdom Tel: +44 (0) Fax: +44 (0) A2 Dominion NW Bicester Masterplan Appendix 7 Traffic Impact Author Janice Hughes Checker Janice Hughes Approver Philip Harker Report No 007-UA UE31R-01 Date 19 th June 2014 This report has been prepared for A2 Dominion Group in accordance with the terms and conditions of appointment for NW Bicester Masterplan dated March Hyder Consulting (UK) Limited ( ) cannot accept any responsibility for any use of or reliance on the contents of this report by any third party.

4

5 CONTENTS 1 Introduction Overview Strategic Modelling Scenario for Traffic Assessment Initial Modelling March 2014 & Iterative Modelling April/May Traffic Impact: Bicester Cordon Traffic Impact: Link Flows Traffic Impact: Junctions Impact of a SE Link Road Commentary on Traffic Impact Hyder Consulting (UK) Limited Page i

6

7 1 Introduction 1.1 Overview This Appendix sets out the anticipated traffic impact associated with the full NW Bicester development (i.e. 6,000 homes including the Exemplar). The generated traffic set out in Appendix 6 (Trip Generation) has been modelled in the Bicester Saturn Model by White Young Green and these outputs analysed to give an overview of impacts and used in individual junction assessments. 1.2 Strategic Modelling The traffic generation from the site has been modelled by White Young Green on behalf of A2Dominion using the County s Bicester Saturn Model. The model is being used to test various scenarios for the whole town s development on behalf of Oxfordshire County Council as part of the Local Plan evidence base and is considered to provide the best available tool for assessing the impact of NW Bicester. The modelling has used 2031 as the opening year for the full development of NW Bicester, whilst it is recognised that build-out of the development will take longer. The upper trajectory of housing delivery within a 25 year timescale is for 4,062 homes by 2031 and 6,000 by the end of 2039 (13016 NW Bicester V4 _ ). However, the use of 2031 for the Opening Year is the approach taken as this fits with the end date of the Local Plan and is the best available basis for assessment and represents a worst case. The following scenarios have been assessed: 1) Base Year ) Reference Case 2031 this includes full development of the town including developments beyond 2031 but not NW Bicester (with the exception of the permitted Exemplar development). This gives visibility on predicted traffic patterns in the town without NW Bicester, for comparison. 3) Full Development %ile Trip Rates with level crossing removed this scenario includes NW Bicester as well as all other developments as per the Local Plan in the town. 4) Full Development %ile Trip Rates with level crossings removed and a SE Link Road this scenario assesses whether a link road in the SE of Bicester influences the level and distribution of impacts of the NW Bicester compared to not having a SE Link Road. 5) Full Development Average Trip Rates with level crossing removed this scenario uses the lower total person trip rates for residential land use as the basis for the traffic generation for NW Bicester. The Technical Note by WYG detailing the modelling assumptions is attached as Annex A. Hyder Consulting (UK) Limited Page 1

8 1.3 Scenario for Traffic Assessment It was agreed in discussion with Oxfordshire County Council (OCC) that the 2031 Full NW Bicester Development (85 th %ile) with no SE Link Road represented the most appropriate scenario for the assessment of the development and the design of the road link and junctions. This enables an understanding of the impacts without strategic road improvements elsewhere in the town. The results for the NW Bicester Development with a SE link road included are however discussed at the end of this Appendix to assess how a SE link road would affect the impacts of NW Bicester. The 85%ile NW Bicester vehicle trip rate is higher than SW Bicester or Graven Hill in the AM peak hour and higher than Graven Hill in the PM peak hour. It is considered that these trip rates represent a development which has similar traffic generation to other developments in the town. Use of this modelling scenario for assessing the development therefore provides a view of what would happen to the road network if the development is similar to other developments in the town. It avoids the need to consider how traffic would be accommodated if the modal shift targets are not met. It has also been agreed that the 2031 Full NW Bicester Development (average trip rates) with no SE Link Road scenario provides an appropriate basis for comparison, giving the level of traffic that could be anticipated to result if the sustainable travel targets are achieved for NW Bicester. The Highways Agency have identified that this target scenario is considered to be the most appropriate traffic generation level for assessing the impact on the motorway junctions and monitoring would thereafter be put in place to ascertain whether the targets are being met. 1.4 Initial Modelling March 2014 & Iterative Modelling April/May 2014 The results of the modelling of the main scenarios identified two notable features of the Full Development (85 th %ile) scenario: The proposed new link road of Howes Lane/ Lord s Lane appeared not to be fully used for traffic movements with traffic increasing significantly on the radial routes (Middleton Stoney Road, Banbury Road and Buckingham Road); A large amount of traffic using Banbury Road and the junction with the A4095; and Increases in traffic were observed through adjacent residential areas. The results were discussed with Cherwell DC (CDC) and OCC and it was agreed that further model runs would be undertaken including two potential mitigation measures (each tested separately): 1. Changing the speed limit on the proposed new Howes Lane/ Lord s Lane link from 30mph to 40mph; and 2. Introducing traffic calming measures to the Shakespeare Drive area. This tested a one way north to south from the old Howes Lane into Shakespeare Drive and 20mph on Shakespeare Drive, Blenheim Drive and West Street, to see in principle what benefits traffic calming would bring, although details of what might be implemented would be for further discussion. Hyder Consulting (UK) Limited Page 2

9 At the same time as undertaking the model runs above, minor changes were made to the modelling details of the Banbury Road/ A4095 junction as the Saturn outputs seemed to be suggesting there was more than expected capacity. The results of the additional scenarios are summarised below. New Howes Lane/ Lord s Lane 40mph The scenario with Howes Lane/ Lord s Lane as a 40mph link showed traffic levels increasing on the following links compared to it being 30mph: Vendee Drive (additional vehicles i.e. a minor change) New Howes Lane and Lord s Lane (in the range of extra vehicles in a peak hour, depending on time period and location) Queens Road in the town centre (+173 in the PM peak) Some increase on Bucknell Road (100 vehicles in a peak hour) Some increase on Buckingham Road (100 vehicles in a peak hour) Traffic on the other hand reduced on these links: Middleton Stoney Road west of Howes Lane (minor change) Banbury Road north and south of the A4095 (200 trip reduction on the northern section, 335 on the southern in a peak hour) Shakespeare Drive (small reduction of 54 trips in the PM peak) Shakespeare Drive area traffic calming The following can be noted with the introduction of traffic calming compared to the previous results: New Howes Lane and Lord s Lane sees additional traffic compared to not having the traffic calming (161 and 224 trips for example at the western end in the AM and PM peak and 6 and 347 extra trips at the eastern end in the AM and PM peak) More traffic on Middleton Stoney Road west of new Howes Lane (5% additional in the AM peak and 3% in the PM peak) Significant reduction on the northern end of Shakespeare Drive (62% of traffic in the AM peak and 75% PM peak) although not impacting on the Middleton Stoney end Reduction in traffic movements at the Banbury Road roundabout Increase in traffic in the PM peak hour on Buckingham Road and Bucknell Road compared to no traffic calming. It was concluded that on the basis that both options increase use of the link road and reduce traffic on Banbury Road there were benefits in introducing minor modifications to the proposals for NW Bicester compared to the original modelling results. The results showed slightly higher impact of the traffic calming on the use of the new route Hyder Consulting (UK) Limited Page 3

10 than the speed limit change. The traffic calming introduction would increase traffic on Middleton Stoney Road but significantly reduce traffic on Shakespeare Drive at the northern end. The change of the new link to a 40mph route was considered to represent a detrimental impact on the principles of the NW Bicester Masterplan and the ability to integrate the development with the existing residential areas of the town. At a meeting with OCC and CDC on 8 th May 2014 it was agreed that the scenario for testing of the traffic impact would incorporate the traffic calming principles but not change the design speed of the Howes Lane/ Lord s Lane Link Road. The revised scenario with the traffic calming is therefore the basis of further assessment, with 85 th %ile trip rates and average trips rates. It should be emphasised that the traffic measures tested represent potential ideas but require further consideration and consultation to confirm and design appropriate measures. 1.5 Traffic Impact: Bicester Cordon An analysis has been undertaken of total traffic entering and leaving Bicester in the AM and PM peak hours in the Base Year 2012 and future year 2031 with and without NW Bicester. The Full NW Bicester development scenario incorporates the traffic calming as discussed above and uses 85 th %ile and average trip rates in this commentary. Twelve cordon locations have been selected as providing all of the routes in and out of the town, with Bucknell village, Caversfield and Chesterton included within the cordon. The cordon locations are shown on Figure 1 below. The analysis also examines which routes the Bicester Saturn Model forecasts are most used in each scenario. Hyder Consulting (UK) Limited Page 4

11 Figure 1 Bicester Cordon Locations Base Year 2012 Base Year 2012 traffic movements inbound and outbound through each cordon are shown in Table 1 below. These are Base Year movements from the Bicester Saturn Model validated to observed movements. It can be seen that the A41 from the M40 J9 is the most used route, representing 27% of trips in the PM peak, but the A41 east of the A4421 is similarly used with 25% of PM peak trips. The B4100 Banbury Road and A4421 Buckingham Road (both 12% in PM peak) are also significant routes. In total there were 9,536 trips in and out of Bicester in the AM peak hour and 9,660 in the PM peak hour. There is not a strong outbound movement in the AM peak and inbound in the PM peak in fact there are more inbound than outbound trips in both peak hours. Hyder Consulting (UK) Limited Page 5

12 Table 1: Base Year 2012 Cordon Traffic Movements AM PM Reference Name Inbound Outbound Inbound Outbound AM % PM% 1 A41 E of M % 26.94% 2 Wendlebury Road, E of M % 2.14% 3 A41, E of A4421 junction % 24.62% 4 Bicester Road, E of A4421 junction % 6.39% 5 A4421 Buckingham Road, N of Skimmingdish Lane Junction % 11.72% 6 Fringford Road, N of Caversfield % 1.16% 7 B4100 Banbury Road, N of Bainton Road junction % 12.28% 8 Ardley Road, N of Bucknell % 2.02% 9 Middleton Road, W of Bucknell % 0.12% 10 B4030 Middleton Stoney Road, NW of NWB access % 6.78% 11 A4095, W of Chesterton % 2.11% 12 Green Lane, W of Chesterton % 3.73% TOTAL % % IN AND OUTBOUND TOTAL Reference Case 2031 (No NW Bicester) In the 2031 Reference Case (no NW Bicester), a 29% growth in traffic entering and leaving Bicester in the AM peak hour and 31% in the PM peak hour is anticipated by the model, giving 12,282 trips in the AM peak hour and 12,657 in the PM peak hour. Notably in the Reference Case the movements become more tidal with a higher movement inbound in the AM peak and outbound in the PM peak. Table 2 shows the forecast cordon traffic movements in 2031 without NW Bicester. The pattern of trips changes in this scenario to the A41 from the M40 representing proportionately less trips and the A41 from the east increasing in importance. An increased proportion of trips are also seen on the A4421 Buckingham Road, B4100 Banbury Road and the more minor routes to the west. This pattern possibly reflects increasing traffic and delays on the A41 approaching the M40 and thus traffic appears to re-route together with the changes in the pattern of development with a number of large developments planned for the south east side of Bicester. Table 2: 2031 Reference Case (No NW Bicester) Cordon Traffic Movements AM PM Reference Name Inbound Outbound Inbound Outbound AM % PM% 1 A41 E of M % 24.04% 2 Wendlebury Road, E of M % 2.01% 3 A41, E of A4421 junction % 23.84% 4 Bicester Road, E of A4421 junction % 4.58% 5 A4421 Buckingham Road, N of Skimmingdish Lane Junction % 12.97% 6 Fringford Road, N of Caversfield % 1.49% 7 B4100 Banbury Road, N of Bainton Road junction % 12.63% 8 Ardley Road, N of Bucknell % 4.21% 9 Middleton Road, W of Bucknell % 0.24% 10 B4030 Middleton Stoney Road, NW of NWB access % 5.07% 11 A4095, W of Chesterton % 4.49% 12 Green Lane, W of Chesterton % 4.43% TOTAL % % IN AND OUTBOUND TOTAL Hyder Consulting (UK) Limited Page 6

13 1.5.3 NW Bicester Development 2031 In the 2031 Full Development scenario using the 85 th %ile trip rates, a further 9% growth in the AM peak hour and 7% growth in the PM peak hour in traffic entering and leaving Bicester is anticipated by the model, in addition to other traffic growth. In total 1127 trips in the AM and 849 trips in the PM entering or leaving Bicester appear to be related to NW Bicester, as this is the level of increase above the Reference Case in The traffic generation of NW Bicester (5,607 homes excluding the Exemplar) is estimated as 3,146 vehicles in the AM Peak and 3,068 in the PM peak. The proportion of the NW Bicester traffic generation which is external to Bicester can therefore be estimated as 36% in the AM peak and 28% in the PM peak. The model is therefore forecasting a containment level higher than the containment target of less than 40% of trips to be outside of Bicester (see Appendix 4) although it is low compared to the 52% by car estimated to be outside of Bicester from the Bicester Household Survey It should be noted that the percentages crossing the cordons are for the peak hours however rather than all day as with the household survey thus it only provides an indication of containment of traffic. Table 3 shows the forecast cordon traffic movements in 2031 with the full NW Bicester development. The pattern of trips is similar to that for the Reference Case although a larger proportion of trips heading north-west can be seen with the full NW Bicester development, notably on Middleton Stoney Road and Ardley Road towards the B430 and J10 of the M40. This would be anticipated given the location of the NW Bicester development and delays on the A41 corridor and at J9 of the M40. Table 3: 2031 Full NW Bicester (85th%ile) Cordon Traffic Movements AM PM Reference Name Inbound Outbound Inbound Outbound AM % PM% 1 A41 E of M % 21.03% 2 Wendlebury Road, E of M % 1.73% 3 A41, E of A4421 junction % 22.72% 4 Bicester Road, E of A4421 junction % 4.51% 5 A4421 Buckingham Road, N of Skimmingdish Lane Junction % 12.43% 6 Fringford Road, N of Caversfield % 1.44% 7 B4100 Banbury Road, N of Bainton Road junction % 12.09% 8 Ardley Road, N of Bucknell % 4.10% 9 Middleton Road, W of Bucknell % 3.47% 10 B4030 Middleton Stoney Road, NW of NWB access % 7.62% 11 A4095, W of Chesterton % 4.48% 12 Green Lane, W of Chesterton % 4.38% TOTAL % % IN AND OUTBOUND TOTAL Table 4 shows the forecast cordon traffic movements in 2031 with the full NW Bicester development but using the average residential trip rate. In total, the average trip rate gives 93 less trips across a cordon in the AM peak hour and 62 in the PM peak hour. Thus the difference of using the average trip rates on the external routes in and out of Bicester is marginal. Figures 1 and 2 provide a comparison of flows at each location in each scenario. Hyder Consulting (UK) Limited Page 7

14 Table 4: 2031 Full NW Bicester (Average Trip Rates) Cordon Traffic Movements AM PM Reference Name Inbound Outbound Inbound Outbound AM % PM% 1 A41 E of M % 21.16% 2 Wendlebury Road, E of M % 1.77% 3 A41, E of A4421 junction % 22.86% 4 Bicester Road, E of A4421 junction % 4.46% 5 A4421 Buckingham Road, N of Skimmingdish Lane Junction % 12.49% 6 Fringford Road, N of Caversfield % 1.44% 7 B4100 Banbury Road, N of Bainton Road junction % 12.15% 8 Ardley Road, N of Bucknell % 4.12% 9 Middleton Road, W of Bucknell % 3.29% 10 B4030 Middleton Stoney Road, NW of NWB access % 7.53% 11 A4095, W of Chesterton % 4.49% 12 Green Lane, W of Chesterton % 4.24% TOTAL % % IN AND OUTBOUND TOTAL Hyder Consulting (UK) Limited Page 8

15 Figure 1: Comparison of Cordon Traffic Movements AM Peak Hour Green Lane, W of Chesterton A4095, W of Chesterton B4030 Middleton Stoney Road, NW of NWB access Middleton Road, W of Bucknell Ardley Road, N of Bucknell B4100 Banbury Road, N of Bainton Road junction Fringford Road, N of Caversfield A4421 Buckingham Road, N of Skimmingdish Lane Junction Bicester Road, E of A4421 junction A41, E of A4421 junction Wendlebury Road, E of M40 A41 E of M AM 2031 Full NWB, Average trip rate AM 2031 Full NWB 85th%ile AM 2031 Reference Case AM Base Year 2012 Hyder Consulting (UK) Limited Page 9

16 Figure 2: Comparison of Cordon Traffic Movements PM Peak Hour Green Lane, W of Chesterton A4095, W of Chesterton B4030 Middleton Stoney Road, NW of NWB access Middleton Road, W of Bucknell Ardley Road, N of Bucknell B4100 Banbury Road, N of Bainton Road junction Fringford Road, N of Caversfield A4421 Buckingham Road, N of Skimmingdish Lane Junction Bicester Road, E of A4421 junction A41, E of A4421 junction Wendlebury Road, E of M40 A41 E of M PM 2031 Full NWB, Average trip rate PM 2031 Full NWB 85th%ile PM 2031 Reference Case PM Base Year 2012 Hyder Consulting (UK) Limited Page 10

17 1.6 Traffic Impact: Link Flows Link flows on key routes within the town have been identified and the flows analysed in each scenario. The location of the link flows is shown in Figure 3. Tables 4 and 5 and Figures 4 and 5 show the link flows in the AM and PM peak hours respectively in the Base Year 2012 compared to the 2031 with and without NW Bicester. The percentage change with NW Bicester compared to the Reference Case (i.e. without NW Bicester) is also shown. In the AM peak hour, the most significant impacts in terms of increased traffic from NW Bicester compared to the Reference Case are on: Middleton Stoney Road, west of Howes Lane (i.e. close to the development access junctions); Bucknell Road, south of Howes Lane junction; Banbury Road, south of A4095; Buckingham Road, south of Skimmingdish Lane; Shakespeare Drive, south of Howes Lane; The Approach, west of Bucknell Road; Ardley Road and Middleton Road in the vicinity of Bucknell. There are also significant increases in traffic in the vicinity of J10 of the M40 although it should be noted that there are some issues with the Bicester Saturn Model in this area (traffic switching between the mainline and the B430). There are some links which show a reduction compared to the Reference Case, in particular: The realigned Howes Lane at the western end compared to the existing Howes Lane; The realigned Lord s Lane compared to the existing Lord s Lane; and Bucknell Road, north of NW Bicester. The reduction in flows on the new links compared to the existing links is partly due to the changing nature of the route (30 mph) and also due to the use of the routes on the eastern and western site boundaries to access the development (Middleton Stoney Road and Banbury Road). Hyder Consulting (UK) Limited Page 11

18 Figure 3: Link Flow Locations Hyder Consulting (UK) Limited Page 12

19 Table 4: Link Flows by Scenario (Two Way except for A41 North of M40 J9) AM Peak Hour AM Peak Hour Base Year Reference Case 2031 Full NWB 85th%ile % Increase NWB over Reference Case 1 A41 northbound, N of M40 J % 2 A41 southbound, N of M40 J % 3 A41 Oxford Rd, S of A41 junction % 4 Vendee Drive, W of A41 junction % 5 A41, N of Pingle Drive % 6 Middleton Stoney Rd, W of Kings End % 7 Middleton Stoney Rd, W of Howes Lane % 8 Howes Lane, N of Middleton Stoney Rd % 9 Howes Lane, E of Shakespeare Drive % 10 Lords Lane, E of Bucknell Road % 11 Lords Lane, W of Banbury Road % 12 Bucknell Road, N of Lords Lane % 13 Bucknell Road, S of Howes Lane % 14 Banbury Road, N of Lords Lane % 15 A4095 E of Banbury Road % 16 Banbury Road, S of A % 17 Buckingham Road, S of Skimmingdish Lane % 18 Queens Road, S of Bucknell Road % 19 A41 E of A41 Oxford Road % 20 A4421 Neunkirchen Way % 21 A41, E of London Road roundabout % 22 A4421, E of Skimmingdish Lane % 23 Shakespeare Drive, S of Howes Lane % 24 M40 J10 northbound off slip road % 25 Ardley Road (E of B430) % 26 M40 J10 southbound on slip road (from A43) % 27 B430 M40 over bridge % 28 A4095 N of Chesterton % 29 Shakespeare Drive, E of Middleton Stoney Road % 30 The Approach, W of Bucknell Road % 31 A41 East of Pioneer Road % 32 Bicester Road, E of A4421 junction % 33 A4421 N of Skimmingdish Lane % 34 Fringford Road, N of Caversfield % 35 B4100 Banbury Road, N of Bainton Road % 36 Ardley Road, N of Bucknell % 37 Middleton Road, W of Bucknell % 38 B4030 Middleton Stoney Road, NW of NWB % 39 Green Lane, W of Chesterton % 40 Wendlebury Road, E of M % Figure 4: Link Flows by Scenario (Two Way except for A41 North of M40 J9) AM Peak Hour Hyder Consulting (UK) Limited Page 13

20 A41 East of Pioneer Road The Approach, W of Bucknell Road Shakespeare Drive, E of Middleton Stoney Road A4095 N of Chesterton B430 M40 overbridge M40 J10 southbound on sliproad (from A43) Ardley Road (E of B430) M40 J10 northbound off sliproad Shakespeare Drive, S of Howes Lane A4421, E of Skimmingdish Lane A41, E of London Road roundabout A4421 Neunkirchen Way A41 E of A41 Oxford Road Queens Road, S of Bucknell Road Buckingham Road, S of Skimmingdish Lane Banbury Road, S of A4095 A4095 E of Banbury Road Banbury Road, N of Lords Lane Bucknell Road, S of Howes Lane Bucknell Road, N of Lords Lane Lords Lane, W of Banbury Road Lords Lane, E of Bucknell Road Howes Lane, E of Shakespeare Drive Howes Lane, N of Middleton Stoney Rd Middleton Stoney Rd, W of Howes Lane Middleton Stoney Rd, W of Kings End A41, N of Pingle Drive Vendee Drive, W of A41 junction A41 Oxford Rd, S of A41 junction A41 southbound, N of M40 J9 A41 northbound, N of M40 J Full NWB 85%ile Reference Case 2031 Base Year 2012 Note: Links included as cordon locations are not shown again in the link flow figure. In the PM peak hour, the most significant impacts in terms of increased traffic from NW Bicester are on: Vendee Drive; Middleton Stoney Road, west of Howes Lane; Banbury Road, north and south of the A4095; Buckingham Road, south of Skimmingdish Lane; Queens Road; Shakespeare Drive, south of Howes Lane; The Approach, west of Bucknell Road; and Again, there are also notable increases in traffic in the vicinity of J10 of the M40. Hyder Consulting (UK) Limited Page 14

21 The same links show a reduction compared to the Reference Case as the AM Peak Hour, namely: The realigned Howes Lane at the western end; The realigned Lord s Lane; and Bucknell Road, north of NW Bicester. Table 5: Link Flows by Scenario (Two Way except for A41 North of M40 J9) PM Peak Hour PM Peak Hour Base Year Reference Case 2031 Full NWB 85th%ile % Increase NWB over Reference Case 1 A41 northbound, N of M40 J % 2 A41 southbound, N of M40 J % 3 A41 Oxford Rd, S of A41 junction % 4 Vendee Drive, W of A41 junction % 5 A41, N of Pingle Drive % 6 Middleton Stoney Rd, W of Kings End % 7 Middleton Stoney Rd, W of Howes Lane % 8 Howes Lane, N of Middleton Stoney Rd % 9 Howes Lane, E of Shakespeare Drive % 10 Lords Lane, E of Bucknell Road % 11 Lords Lane, W of Banbury Road % 12 Bucknell Road, N of Lords Lane % 13 Bucknell Road, S of Howes Lane % 14 Banbury Road, N of Lords Lane % 15 A4095 E of Banbury Road % 16 Banbury Road, S of A % 17 Buckingham Road, S of Skimmingdish Lane % 18 Queens Road, S of Bucknell Road % 19 A41 E of A41 Oxford Road % 20 A4421 Neunkirchen Way % 21 A41, E of London Road roundabout % 22 A4421, E of Skimmingdish Lane % 23 Shakespeare Drive, S of Howes Lane % 24 M40 J10 northbound off slip road % 25 Ardley Road (E of B430) % 26 M40 J10 southbound on slip road (from A43) % 27 B430 M40 over bridge % 28 A4095 N of Chesterton % 29 Shakespeare Drive, E of Middleton Stoney Road % 30 The Approach, W of Bucknell Road % 31 A41 East of Pioneer Road % 32 Bicester Road, E of A4421 junction % 33 A4421 N of Skimmingdish Lane % 34 Fringford Road, N of Caversfield % Hyder Consulting (UK) Limited Page 15

22 PM Peak Hour Base Year Reference Case 2031 Full NWB 85th%ile % Increase NWB over Reference Case 35 B4100 Banbury Road, N of Bainton Road % 36 Ardley Road, N of Bucknell % 37 Middleton Road, W of Bucknell % 38 B4030 Middleton Stoney Road, NW of NWB % 39 Green Lane, W of Chesterton % 40 Wendlebury Road, E of M % Hyder Consulting (UK) Limited Page 16

23 Figure 5: Link Flows by Scenario (Two Way except for A41 North of M40 J9) PM Peak Hour A41 East of Pioneer Road The Approach, W of Bucknell Road Shakespeare Drive, E of Middleton Stoney Road A4095 N of Chesterton B430 M40 overbridge M40 J10 southbound on sliproad (from A43) Ardley Road (E of B430) M40 J10 northbound off sliproad Shakespeare Drive, S of Howes Lane A4421, E of Skimmingdish Lane A41, E of London Road roundabout A4421 Neunkirchen Way A41 E of A41 Oxford Road Queens Road, S of Bucknell Road Buckingham Road, S of Skimmingdish Lane Banbury Road, S of A4095 A4095 E of Banbury Road Banbury Road, N of Lords Lane Bucknell Road, S of Howes Lane Bucknell Road, N of Lords Lane Lords Lane, W of Banbury Road Lords Lane, E of Bucknell Road Howes Lane, E of Shakespeare Drive Howes Lane, N of Middleton Stoney Rd Middleton Stoney Rd, W of Howes Lane Middleton Stoney Rd, W of Kings End A41, N of Pingle Drive Vendee Drive, W of A41 junction A41 Oxford Rd, S of A41 junction A41 southbound, N of M40 J9 A41 northbound, N of M40 J Full NWB 85th Reference Case 2031 Base Year 2012 Hyder Consulting (UK) Limited Page 17

24 1.7 Traffic Impact: Junctions Scope of Junctions Assessment Turning movements on junctions across the Bicester town network have been extracted from the Bicester Saturn Model for each scenario. In total this comprises 32 junctions of which 10 are new or replacement junctions proposed as part of the NW Bicester proposals. Figure 6 indicates the location of the junctions. [Note that the reference numbers are by Hyder in order to assist collation of results and do not correspond to any Highways Agency or Local Highway Authority labelling]. Discussions with Oxfordshire County Council and the Highways Agency on 8 th May 2014 led to agreement that the change in turning movements should be analysed for all of the junctions as shown in Figure 6. Junction assessments would then be undertaken using standard industry software (LinSig3, Arcady, Picady) to assess the operation of the 17 junctions listed below in Table 6 in the Base Year and future year with and without NW Bicester development as appropriate in each case. Table 6: Junctions subject to detailed assessment NW Bicester Proposed Junctions J15 Exemplar Site Access (south) J32 Exemplar Site Access (north) J17 Lord's Lane/ Germander Way J18 Lord's Lane/ New Link J21 New Link/ Shakespeare Drive J22 New Link/ Busway J24 Middleton Stoney Rd/ Commercial Access J25 Middleton Stoney Rd/ Site Access J30 New Link/ Site Access Central J31 New link/ Busway/ Lord's Lane Existing/ Remodelled Junctions J6 J13 J14 J16 J19 J20 J23 Field Street/ Bucknell Rd Skimmingdish Lane/ Buckingham Rd B4100 Banbury Road/ A4095 Lord's Lane B4100/ Caversfield Lord's Lane/ Bucknell Road Howes Lane/ Bucknell Road Howes Lane/ Middleton Stoney Rd/ Vendee Drive Hyder Consulting (UK) Limited Page 18

25 Figure 6: Junction Locations Hyder Consulting (UK) Limited Page 19

26 1.7.2 Junction Impact Tables 7 and 8 provide the total turning movements at each of the 32 junctions in the AM and PM peak hours, in the Base Year 2012, 2031 Reference Case without NW Bicester and the 2031 Full Development (85 th %ile trip rate). It should be noted that there are some junctions with proposals for significant modifications from the Base Year 2012 to the Reference Case 2031 and thus direct comparison of movements is not always possible. This includes the re-configuration of J10 of the M40 as a result of the proposed pinch point scheme and various junctions on the A41 as part of the Bicester Village expansion for example. The junctions in the town centre are also in the Base Year 2012 model in their previous configuration as the town centre changes were implemented in The change in forecast turning movements can however be assessed between the Reference Case and the Full development scenario. Hyder Consulting (UK) Limited Page 20

27 Table 7: Comparison of Total Turning Movements at Junctions Base Year 2012 and 2031 With and Without NW Bicester Development (AM Peak Hour) Junction Description Base Year 2012 Reference Case 2031 No NWB 2031 Full NWB, 85th%ile with Traffic Calming Difference of Ref Case over Base Year % increase of Ref Case over Base Year Difference of Full NWB over Ref Case % increase of NWB over Ref Case Existing Junctions J M40 Junction % % J M40 Junction % % J M40 Junction % % J M40 Junction % % Total M40 Junction % % J2 A41/ Vendee Drive % % J3 A41 Oxford Rd/ A J % J % J % Total A41 Oxford Road/ London Road % J4 A41 Oxford Rd/ Pingle Drive % % J5 Middleton Stoney Rd/ Kings End % % J6 Field Street/ Bucknell Rd % % J6B Queens Avenue/ St John Street % % J7 Banbury Rd/ Field St % % J8 A41/ A4421/B J % J % J % J % J % Total A41/ A4421/ B4100 Junction % J9 A4421/ Peregrine Way % % J10 Charbridge Lane/ Gavray Drive % % J11 A4421/ Bicester Road % % J12 A4421/ Launton Road % % J13 Skimmingdish Lane/ Buckingham Rd % % J14 B4100 Banbury Road/ A4095 Lord's Lane % % J16 B4100/ Caversfield % % J19 Lord's Lane/ Bucknell Road % % J20 Howes Lane/ Bucknell Road % % J23 Howes Lane/ Middleton Stoney Rd/ Vendee Dr % % J26 M40 Junction 10, western rbt % % J27 M40 Junction 10, south eastern rbt % % J28 M40 Junction 10, northern rbt % % J29 Middleton Road/ Bainton Road % % Masterplan Proposed Junctions J15 Exemplar Site Access (south) % J32 Exemplar Site Access (north) % J17 Lord's Lane/ Germander Way J18 Lord's Lane/ New Link J21 New Link/ Shakespeare Drive J22 New Link/ Busway J24 Middleton Stoney Rd/ Commercial Access J25 Middleton Stoney Rd/ Site Access J30 New Link/ Site Access Central J31 New link/ Busway/ Lord's Lane Hyder Consulting (UK) Limited Page 21

28 Table 8: Comparison of Total Turning Movements at Junctions Base Year 2012 and 2031 With and Without NW Bicester Development (PM Peak Hour) Base Year 2012 Reference Case 2031 No NWB 2031 Full NWB, 85th%ile with Traffic Calming Difference of Ref Case over Base Year % increase of Ref Case over Base Year Difference of Full NWB over Ref Case The analysis shows that the majority of growth is experienced with the Reference Case 2031, which is a result of all other developments planned for Bicester as well as traffic growth on the wider network, without NW Bicester. Comparing the total movements across the junctions (where results are available similarly in the Base Year and with and without development) demonstrates an average increase across the junctions of 36% in the AM peak and 38% in the PM peak in the Reference Case compared to the Base Year. This compares to 4.5% in the AM peak and 1.9% in the PM peak increase due to NW Bicester relative to the Reference Case. % increase of NWB over Ref Case Junction Description Existing Junctions J M40 Junction % % J M40 Junction % % J M40 Junction % % J M40 Junction % % Total M40 Junction % % J2 A41/ Vendee Drive % % J3 A41 Oxford Rd/ A J % J % J % Total A41 Oxford Road/ London Road % J4 A41 Oxford Rd/ Pingle Drive % % J5 Middleton Stoney Rd/ Kings End % % J6 Field Street/ Bucknell Rd % % J6B Queens Avenue/ St John Street % % J7 Banbury Rd/ Field St % % J8 A41/ A4421/B J % J % J % J % J % Total A41/ A4421/ B4100 Junction % J9 A4421/ Peregrine Way % % J10 Charbridge Lane/ Gavray Drive % % J11 A4421/ Bicester Road % % J12 A4421/ Launton Road % % J13 Skimmingdish Lane/ Buckingham Rd % % J14 B4100 Banbury Road/ A4095 Lord's Lane % % J16 B4100/ Caversfield % % J19 Lord's Lane/ Bucknell Road % % J20 Howes Lane/ Bucknell Road % % J23 Howes Lane/ Middleton Stoney Rd/ Vendee Dr % % J26 M40 Junction 10, western rbt % % J27 M40 Junction 10, south eastern rbt % % J28 M40 Junction 10, northern rbt % % J29 Middleton Road/ Bainton Road % % Masterplan Proposed Junctions J15 Exemplar Site Access (south) % J32 Exemplar Site Access (north) % J17 Lord's Lane/ Germander Way J18 Lord's Lane/ New Link J21 New Link/ Shakespeare Drive J22 New Link/ Busway J24 Middleton Stoney Rd/ Commercial Access J25 Middleton Stoney Rd/ Site Access J30 New Link/ Site Access Central J31 New link/ Busway/ Lord's Lane Hyder Consulting (UK) Limited Page 22

29 In the AM peak hour, the junctions subject to an increase in traffic as a result of NW Bicester of more than 10% above the Reference Case/ without NW Bicester are: Field Street/ Bucknell Road; Banbury Road/ Field Street; B4100/ Caversfield; Howes Lane/ Middleton Stoney Road/ Vendee Drive; Middleton Road/ Bainton Road in Bucknell; and Exemplar site access junctions north and south. In the PM peak hour, the junctions subject to an increase in traffic as a result of NW Bicester of more than 10% above the Reference Case/ without NW Bicester are: A41 Oxford Road/ London Road; Middleton Stoney Road/ Kings End; Skimmingdish Lane/ Buckingham Road; B4100/ Caversfield; Howes Lane/ Middleton Stoney Road/ Vendee Drive; Middleton Road/ Bainton Road in Bucknell; M40 Junction 10 south eastern roundabout; and Exemplar site access junctions north and south. The assessment of individual junctions as agreed with the County Council has informed the design process for the re-aligned Howes Lane/ Lord s Lane as well as areas where off-site mitigation may be necessary. The full development of NW Bicester together with all the other traffic growth indicates capacity issues at the following junctions which have been assessed in detail: B4100 Banbury Road/ A4095 Lord s Lane roundabout; B4100/ link to Caversfield; A4095 Skimmingdish Lane/ A4421 Buckingham Road roundabout; Bucknell Road/ Field Street junction in the town centre. In addition, with the full development and traffic growth on the B4100 in the 2031 model, the proposed southern access junction to the Exemplar development is over capacity for traffic emerging from the junction and is anticipated to require traffic signals at a future point as the Masterplan is substantially built out. The NW Bicester team will be working with Oxfordshire County Council to agree appropriate mitigation to address the capacity issues at these junctions. It is recognised however that there will be capacity issues across the network as a result of the whole development of Bicester and there is a need to consider mitigation of these as part of a strategic plan for the transport network. The following section discusses the implications of a SE Link Road. Hyder Consulting (UK) Limited Page 23

30 1.8 Impact of a SE Link Road A traffic modelling scenario has been provided which assesses the full NW Bicester (85th%ile) traffic with the introduction of a SE Link Road (as set out in the OCC Bicester Peripheral Routes Study). Figure 7 below shows the indicative route for improvement included in the modelling (the highest performing option in the Peripheral Route Study report was selected whilst recognising that there is not a preferred route). This indicates an improved eastern peripheral road from the A4421 Buckingham Road/ Skimmingdish Lane junction to the Gavray Drive junction and an offline improvement around the Graven Hill development and connecting to the A41 Oxford Road. Figure 7: SE Link Road Option for Traffic Modelling Figures 8 and 9 illustrate the change in traffic flow anticipated by the Bicester Saturn Model by introducing the SE Link Road with the full development of the NW Bicester Masterplan. Those routes in blue are where a reduction is forecast, green routes are where an increase is forecast between the scenarios. It should be noted that the changes are not specifically related to the NW Bicester traffic but provide the comparison between total traffic movements with and without the SE Link Road. In summary, the AM Peak the main changes with the introduction of a SE Link Road are traffic reductions on: A41 Oxford Road and London Road as an alternative route is provided to the SE (1581 vehicles); Middleton Stoney Road (approximately 200 vehicles); Charbridge Lane (221 vehicles); Hyder Consulting (UK) Limited Page 24

31 Launton Road (245 vehicles); Minor reductions on Bucknell Road, Banbury Road and Buckingham Road and (notably) the new Howes Lane/ Lord s Lane link. Increases in traffic flow are forecast on Vendee Drive (228 vehicles) and Queens Avenue. Figure 8: Traffic Flow Difference for NW Bicester with SE Link Road AM Peak Hour In summary, the PM Peak the main changes with the introduction of a SE Link Road are traffic reductions on: A41 Oxford Road and London Road as an alternative route is provided to the SE (1568 vehicles); Middleton Stoney Road (approximately 200 vehicles); Charbridge Lane (166 vehicles); Skimmingdish Lane (133 vehicles); Minor reductions on part of Buckingham Road, Launton Road and (notably) the new Howes Lane/ Lord s Lane link. Increases in traffic flow are forecast on Vendee Drive (199 vehicles) and parts of Queens Avenue. Hyder Consulting (UK) Limited Page 25

32 Figure 9: Traffic Flow Difference for NW Bicester with SE Link Road PM Peak Hour The flow changes give an indication of locations where there could be benefits. It should be noted however that these are only changes from the total traffic growth including NW Bicester and do not assess whether the introduction of a SE road link is necessitated by NW Bicester or provide information on capacity of road links and junctions. With regard to the junctions subject to detailed assessment for the NW Bicester Masterplan, the SE Link Road offers relatively minor changes in total traffic movements. For example, total traffic at the B4100 Banbury Road roundabout changes negligibly in both the AM and PM peak hour with the SE Link Road. At the A4421 Buckingham Road/ Skimmingdish Lane junction, a reduction in traffic of 2.53% in the AM peak hour and 7.31% in the PM peak hour is forecast. It is recognised that whilst traffic movements may alter only slightly, the SE Link Road and peripheral route improvements would be anticipated to provide additional capacity to accommodate overall traffic growth (from the whole town s development including NW Bicester). A comparison of the Reference Case with and without the SE Link Road has not been available to assess the benefits of the improvements on the rest of the town s development without NW Bicester. This analysis would assist in understanding the extent to which various developments are leading to the requirement for the improvement. Hyder Consulting (UK) Limited Page 26

33 1.9 Commentary on Traffic Impact The analysis shows that the planned growth of Bicester will lead to a significant increase in traffic across the network, without NW Bicester. The analysis also shows that the NW Bicester development will (as would be expected) lead to further impact. It is important to note however that the analysis contained in this Appendix is based on full growth of Bicester by 2031 as well as the full NW Bicester development of 6,000 homes by As such it represents a worst case scenario as the NW Bicester development will build out over a considerably longer time period. Moreover, the results for NW Bicester are based on the 85 th %ile trip rates for residential, which effectively represent a level of traffic which might be expected if the development is similar to other developments in the town. Whereas the aim is that the traffic levels would be more aligned to the average trip rates, which are lower given the emphasis on sustainable travel to meet the modal shift targets of PPS1. The impact analysis highlights that significant improvements will be required to accommodate additional traffic in the town. The exact nature of the improvements and the responsibility for implementation forms part of an on-going dialogue between the NW Bicester team and the County Council. In these discussions it is recognised that the NW Bicester scheme will make a substantial investment and improvement to the Bicester road network by providing a realigned Howes Lane/Lord s Lane and associated junctions. It will also make a substantial contribution to bus and walking and cycling travel options which will have the effect of reducing the traffic impact. As such the assessment (with the agreement of the County Council) focusses on the impact of key off-site junctions closely related to the development and the routes to the town centre. The issues in the south east and east of Bicester are being addressed in the wider work by the County Council. The County Council has been considering the options for addressing future traffic growth, such as set out in the Bicester Movement Study (February 2013) and the Peripheral Routes Study This includes the consideration of peripheral route improvements on the eastern side of Bicester and a SE Link Road. The analysis by Hyder above shows that there would be immediate benefits in the SE of the town, and would provide capacity to accommodate growth in the town. The NW Bicester team are working closely with the County Council on these issues. The NW Bicester development will also impact on the strategic road network with respect to Junctions 9 and 10 of the M40. It is notable that the traffic using J9 appears to diminish in both the Reference Case and with NW Bicester compared to the Base Year, whereas traffic using J10 increases, particularly in the PM peak. These effects are likely to be due to the increase in delays anticipated as a result of traffic growth on the A41 and J9, leading to traffic choosing alternative routes (i.e. routeing to J10). This highlights the fact that traffic modelling is responsive to capacity issues. If improvements are introduced in any particular location or measures introduced to deter traffic then traffic patterns are likely to alter. This could mean for example that an improvement at J9 could reduce the traffic travelling north-west to J10. An over-arching discussion on the approach to the motorway junctions has been undertaken by the County Council as part of the consideration of the Cherwell Local Plan and the NW Bicester team have been party to these discussions. The modelling results have been provided to the Highways Agency and these are being used as part of information to examine the need for future investment in the network (post Phase 2 for J9 and the J10 pinch point scheme). Hyder Consulting (UK) Limited Page 27

34

Eco Bicester One Shared Vision. December 2010

Eco Bicester One Shared Vision. December 2010 Eco Bicester One Shared Vision December 2010 Foreword During August and September 2010 the Eco Bicester Strategic Delivery Board consulted on a first draft of their proposed One Shared Vision for Eco Bicester.

More information

ONE PLANET COMMUNITIES

ONE PLANET COMMUNITIES ONE PLANET COMMUNITIES NW Bicester Exemplar One Planet Action Plan Review - January 2015 North West Bicester (NW Bicester) is a pioneering new development led by A2Dominion to create the UK s first Eco

More information

Local resident submissions to the Cherwell District Council electoral review

Local resident submissions to the Cherwell District Council electoral review Local resident submissions to the Council electoral review This PDF document contains submissions from local residents. Some versions of Adobe allow the viewer to move quickly between bookmarks. Click

More information

KINGSMERE BICESTER YOUR TRAVEL CHOICES.

KINGSMERE BICESTER YOUR TRAVEL CHOICES. KINGSMERE BICESTER YOUR TRAVEL CHOICES www.kingsmere-bicester.com 1 WELCOME TO KINGSMERE S TRAVEL CHOICES Real travel choices Commuting could not be easier from Kingsmere, with two railway stations within

More information

The Future of Eco Towns

The Future of Eco Towns A Policy Review August 2010 Contents 1: Background... 1 2: Existing Policy Under Review... 2 3: North West Bicester - Policy & Plans... 3 4: North West Bicester The Eco Town... 6 5: Conclusions & Future

More information

NW Bicester Eco-Town. Steve Hornblow, Project Director A2Dominion

NW Bicester Eco-Town. Steve Hornblow, Project Director A2Dominion NW Bicester Eco-Town Steve Hornblow, Project Director A2Dominion About A2Dominion The A2Dominion Group is one of the country s leading providers of high-quality housing for sale, shared ownership and rent.

More information

Leeming to Barton Improvement

Leeming to Barton Improvement Start of works exhibition March 2014 Welcome Introduction Following the public inquiry in November 2006, the Secretaries of State for Transport and Communities and Local Government announced the decision

More information

20 & 21 January 13, 2010 Public Hearing APPLICANT: KARINPHILLIP, INC

20 & 21 January 13, 2010 Public Hearing APPLICANT: KARINPHILLIP, INC 20 & 21 January 13, 2010 Public Hearing APPLICANT: KARINPHILLIP, INC PROPERTY OWNER: PARR PROPERTIES, LLC. STAFF PLANNER: Karen Prochilo REQUEST: Conditional Change of Zoning (I-1 Light Industrial District

More information

Funding approved by Office of the Rail Regulator through Enhancements Cost Adjustment Mechanism (ECAM)

Funding approved by Office of the Rail Regulator through Enhancements Cost Adjustment Mechanism (ECAM) 1 EWR Phase 1 progress Funding approved by Office of the Rail Regulator through Enhancements Cost Adjustment Mechanism (ECAM) Foundations for Bicester chord line installed and earthworks commenced 25Km

More information

New Composting Centre, Ashgrove Farm, Ardley, Oxfordshire

New Composting Centre, Ashgrove Farm, Ardley, Oxfordshire New Composting Centre, Ashgrove Farm, Ardley, Oxfordshire An Archaeological Watching Brief For Agrivert Limited by Andrew Weale Thames Valley Archaeological Services Ltd Site Code AFA 09/20 August 2009

More information

4 July 8, 2015 Public Hearing

4 July 8, 2015 Public Hearing 4 July 8, 2015 Public Hearing APPLICANT: STUDIO EVOLVE, LLC PROPERTY OWNER: MT. TRASHMORE OFFICE, LC STAFF PLANNER: Carolyn A.K. Smith REQUEST: Modification of a Conditional Use Permit approved by the

More information

13 February 9, 2011 Public Hearing APPLICANT:

13 February 9, 2011 Public Hearing APPLICANT: 13 February 9, 2011 Public Hearing APPLICANT: STAIN STUDIOS, LLC PROPERTY OWNER: MERITAGE- WITCHDUCK, LLC REQUEST: Conditional Use Permit (tattoo studio) STAFF PLANNER: Karen Prochilo ADDRESS / DESCRIPTION:

More information

Deputy City Manager and Chief Financial Officer. P:\2007\Internal Services\F&re\Ec07001F&re vb/cn (AFS 3420)

Deputy City Manager and Chief Financial Officer. P:\2007\Internal Services\F&re\Ec07001F&re vb/cn (AFS 3420) STAFF REPORT ACTION REQUIRED Capital Funding for the Kipling / Islington Redevelopment Initiative Date: December 21, 2006 To: From: Executive Committee Deputy City Manager and Chief Financial Officer Wards:

More information

Higher National Unit Specification. General information for centres. Fashion: Commercial Design. Unit code: F18W 34

Higher National Unit Specification. General information for centres. Fashion: Commercial Design. Unit code: F18W 34 Higher National Unit Specification General information for centres Unit title: Fashion: Commercial Design Unit code: F18W 34 Unit purpose: This Unit enables candidates to demonstrate a logical and creative

More information

Customer Profile Report for BLACK SHEEP, BICESTER (Punch Outlet Number: ) WESTON ON THE GREEN, BICESTER, OX25 3RA (OX25 3RA)

Customer Profile Report for BLACK SHEEP, BICESTER (Punch Outlet Number: ) WESTON ON THE GREEN, BICESTER, OX25 3RA (OX25 3RA) Customer Profile Report for BLACK SHEEP, BICESTER (Punch Outlet Number: 201125) WESTON ON THE GREEN, BICESTER, OX25 3RA (OX25 3RA) Age Data Table Count: Index: 0.5 1.5 3.0 5.0 0.5 1.5 3.0 5.0 0-15 67 100

More information

NW Bicester Masterplan

NW Bicester Masterplan NW Bicester Masterplan Economic Baseline 21 March 2014 NW Bicester Masterplan Economic Baseline 21 March 2014 Table of Contents Executive Summary... i 1. Introduction... 1 2. Population, demographics and

More information

About the Report. Booming Women Apparel Market in India

About the Report. Booming Women Apparel Market in India About the Report "Booming Women Apparel Market in India" is the new report by that give a rational analysis on the Indian women apparel industry. This report has been made to help the client in analyzing

More information

12 October 14, 2015 Public Hearing

12 October 14, 2015 Public Hearing 12 October 14, 2015 Public Hearing APPLICANT: SECOND SHOT, LLC PROPERTY OWNER: ALBERT VINCIGUERRA STAFF PLANNER: Kevin Kemp REQUEST: Conditional Use Permit (Tattoo Parlor) ADDRESS / DESCRIPTION: 5759 Princess

More information

symmetry park PRE SOLD UNIT A1 Bicester / M40 J9 One of the largest industrial opportunities in Oxfordshire (4,645-62,710 SQ M)

symmetry park PRE SOLD UNIT A1 Bicester / M40 J9 One of the largest industrial opportunities in Oxfordshire  (4,645-62,710 SQ M) PRE SOLD UNIT A1 symmetry park INDICATIVE CGI One of the largest industrial opportunities in Oxfordshire NEW INDUSTRIAL / WAREHOUSE BUILDINGS 50,000 675,000 SQ FT (4,645-62,710 SQ M) www.dbsymmetry.com

More information

Global Cosmetics Market with Focus on Premium Cosmetics ( ) November 2016

Global Cosmetics Market with Focus on Premium Cosmetics ( ) November 2016 Global Cosmetics Market with Focus on Premium Cosmetics (2016-2020) November 2016 Global Cosmetics Market Report Scope of the Report The report titled Global Cosmetics Market with Focus on Premium Cosmetics

More information

Request Conditional Use Permit (Tattoo Parlor) Staff Planner Kevin Kemp

Request Conditional Use Permit (Tattoo Parlor) Staff Planner Kevin Kemp Applicant Property Owner Dam Neck Square, LLC Public Hearing March 9, 2016 City Council Election District Beach Agenda Item 2 Request Conditional Use Permit (Tattoo Parlor) Staff Planner Kevin Kemp Location

More information

KINGSMERE BICESTER A N E W V I L L A G E C O M M U N I T Y

KINGSMERE BICESTER A N E W V I L L A G E C O M M U N I T Y KINGSMERE BICESTER A N E W V I L L A G E C O M M U N I T Y W E L C O M E T O K I N G S M E R E For the ultimate in modern village living, look no further than Kingsmere a flourishing new village community

More information

Request Conditional Use Permit (Tattoo Parlor) Staff Planner Jimmy McNamara

Request Conditional Use Permit (Tattoo Parlor) Staff Planner Jimmy McNamara Applicant Property Owner Act B Partners Public Hearing April 13, 2016 City Council Election District Lynnhaven Agenda Item 7 Request Conditional Use Permit (Tattoo Parlor) Staff Planner Jimmy McNamara

More information

Kadgee Clothing. Scenario and requirement

Kadgee Clothing. Scenario and requirement Kadgee Clothing Scenario and requirement Overview of clothing manufacturing in Europe Since the 1960 s there has been a decline in the number of UK and European clothing manufacturers due to competition

More information

25/06/15. Transforming Bicester the story so far RTPI Event 24 th June Jenny Barker, Bicester Delivery Manager. [Title] Welcome to Bicester

25/06/15. Transforming Bicester the story so far RTPI Event 24 th June Jenny Barker, Bicester Delivery Manager. [Title] Welcome to Bicester Transforming Bicester the story so far RTPI Event 24 th June 2015 Jenny Barker, Bicester Delivery Manager [Title] 1 Welcome to Bicester 2 1 Location Bicester a Growing Town 1950 1999 4 2 2015-2031 5 Eco

More information

Code of Practice for Temporary Traffic Management (CoPTTM)

Code of Practice for Temporary Traffic Management (CoPTTM) Part 8 of the Traffic Control Devices Manual (TCD Manual) Code of Practice for Temporary Traffic Management (CoPTTM) (CoPTTM) - (SP/M/010) Fourth Edition Technical Note: Revised requirements for high visibility

More information

Requests Rezoning (B-1 Neighborhood Business to B-2 Community) Conditional Use Permit (Tattoo Parlor) Staff Planner Carolyn A.K.

Requests Rezoning (B-1 Neighborhood Business to B-2 Community) Conditional Use Permit (Tattoo Parlor) Staff Planner Carolyn A.K. Applicant Hardee Realty Corporation/Folk City Tattoo, LLC Property Owner Hardee Realty Corporation Public Hearing April 13, 2016 City Council Election District Rose Hall Agenda Items 10/11 Requests Rezoning

More information

Cherwell District Council Bicester Football Plan

Cherwell District Council Bicester Football Plan Cherwell District Council Bicester Football Plan The Bicester Football Plan is part of a wider Bicester Sports Plan. This document includes a draft of the football plan for consultation plus relevant excerpts

More information

An archaeological watching brief and recording at Brightlingsea Quarry, Moverons Lane, Brightlingsea, Essex October 2003

An archaeological watching brief and recording at Brightlingsea Quarry, Moverons Lane, Brightlingsea, Essex October 2003 An archaeological watching brief and recording at Brightlingsea Quarry, Moverons Lane, Brightlingsea, Essex commissioned by Mineral Services Ltd on behalf of Alresford Sand & Ballast Co Ltd report prepared

More information

Chairman s Report. Future Meeting Dates. Social Media. Contact

Chairman s Report. Future Meeting Dates. Social Media. Contact Annual Report 2016 Chairman s Report The past year has seen our new manager, Graeme Laws come quickly up to speed. The Board have asked him to play an active part in encouraging the development of the

More information

An archaeological evaluation at 16 Seaview Road, Brightlingsea, Essex February 2004

An archaeological evaluation at 16 Seaview Road, Brightlingsea, Essex February 2004 An archaeological evaluation at 16 Seaview Road, Brightlingsea, Essex February 2004 report prepared by Kate Orr on behalf of Highfield Homes NGR: TM 086 174 (c) CAT project ref.: 04/2b ECC HAMP group site

More information

4 May 12, 2010 Public Hearing APPLICANT: DML DESIGN, LLC T/A GODSPEED TATTOO

4 May 12, 2010 Public Hearing APPLICANT: DML DESIGN, LLC T/A GODSPEED TATTOO 4 May 12, 2010 Public Hearing APPLICANT: DML DESIGN, LLC T/A GODSPEED TATTOO PROPERTY OWNER: JETTELLIS, LLC REQUEST: Conditional Use Permit (tattoo studio) STAFF PLANNER: Carolyn A.K. Smith ADDRESS / DESCRIPTION:

More information

Existing Transportation Conditions Report

Existing Transportation Conditions Report FINAL Existing Transportation Conditions Report I-70 & Kipling Interchange PEL Study W RIDGE RD KIPLING ST W 50TH AVE 70 W 44TH AVE MILLER ST 391 I-70 & Kipling Interchange PEL Study May 2012 Existing

More information

Peace Hall, Sydney Town Hall Results of Archaeological Program (Interim Report)

Peace Hall, Sydney Town Hall Results of Archaeological Program (Interim Report) Results of Archaeological Program (Interim Report) Background The proposed excavation of a services basement in the western half of the Peace Hall led to the archaeological investigation of the space in

More information

Growth and Changing Directions of Indian Textile Exports in the aftermath of the WTO

Growth and Changing Directions of Indian Textile Exports in the aftermath of the WTO Growth and Changing Directions of Indian Textile Exports in the aftermath of the WTO Abstract A.M.Sheela Associate Professor D.Raja Jebasingh Asst. Professor PG & Research Department of Commerce, St.Josephs'

More information

2 December 9, 2015 Public Hearing

2 December 9, 2015 Public Hearing 2 December 9, 2015 Public Hearing APPLICANT: PROPERTY OWNER: MAGNATE PROP, LLC STAFF PLANNER: Carolyn A.K. Smith REQUEST: Conditional Use Permit (Vocational School & Tattoo Parlor) ADDRESS / DESCRIPTION:

More information

5 May 12, 2010 Public Hearing APPLICANT: URBAN X-CHANGE INC

5 May 12, 2010 Public Hearing APPLICANT: URBAN X-CHANGE INC 5 May 12, 2010 Public Hearing APPLICANT: URBAN X-CHANGE INC PROPERTY OWNER: LYNNHAVEN CROSSING, LC REQUEST: Conditional Use Permit (tattoo parlor) STAFF PLANNER: Karen Prochilo ADDRESS / DESCRIPTION: 829

More information

Consumer and Market Insights: Skincare Market in France. CT0027IS Sample Pages November 2014

Consumer and Market Insights: Skincare Market in France. CT0027IS Sample Pages November 2014 Consumer and Market Insights: Skincare Market in France CT0027IS Sample Pages November 2014 Example table of contents Introduction Category classifications Demographic definitions Summary methodology Market

More information

Clothing longevity and measuring active use

Clothing longevity and measuring active use Summary Report Clothing longevity and measuring active use Results of consumer research providing a quantitative baseline to measure change in clothing ownership and use over time. This will inform work

More information

Case Study Example: Footloose

Case Study Example: Footloose Case Study Example: Footloose Footloose: Introduction Duraflex is a German footwear company with annual men s footwear sales of approximately 1.0 billion Euro( ). They have always relied on the boot market

More information

MOTION FOR A RESOLUTION

MOTION FOR A RESOLUTION European Parliament 2014-2019 Plenary sitting B8-0217/2018 25.4.2018 MOTION FOR A RESOLUTION further to Questions for Oral Answer B8-0017/2018 and B8-0018/2018 pursuant to Rule 128(5) of the Rules of Procedure

More information

Fashion Merchandising and Design. Fashion Merchandising and Design 10

Fashion Merchandising and Design. Fashion Merchandising and Design 10 Fashion Merchandising and Design Fashion Merchandising and Design Fashion Merchandising and Design brings to life the business aspects of the fashion world. It presents the basics of market economics,

More information

Activities local to you 2019

Activities local to you 2019 Activities local to you 2019 Health Walks Health walks are open to everyone but are especially aimed at those who are least active. Health walks are free and led by friendly, specially trained volunteers

More information

Which Retailers Would Gain from a Sears Closure?

Which Retailers Would Gain from a Sears Closure? Which Retailers Would Gain from a Sears Closure? Sears Holdings has filed for bankruptcy. In this report, we consider which major retailers could gain sales should all Sears department stores ultimately

More information

Global Fast Fashion Market with Focus on The United States: Size, Trends & Forecast ( ) June 2016

Global Fast Fashion Market with Focus on The United States: Size, Trends & Forecast ( ) June 2016 Global Fast Fashion Market with Focus on The United States: Size, Trends & Forecast (2016-2020) June 2016 Global Fast Fashion Market with Focus on The United States Report Scope of the Report The report

More information

How Signet Leads: Driving Integrity in the Global Jewelry Supply Chain By Virginia C. Drosos, Chief Executive Officer, Signet Jewelers

How Signet Leads: Driving Integrity in the Global Jewelry Supply Chain By Virginia C. Drosos, Chief Executive Officer, Signet Jewelers How Signet Leads: Driving Integrity in the Global Jewelry Supply Chain By Virginia C. Drosos, Chief Executive Officer, Signet Jewelers Jewelry, for me, like many customers, is all about a meaningful moment,

More information

Case study example Footloose

Case study example Footloose Case study example Footloose Footloose Introduction Duraflex is a German footwear company with annual men s footwear sales of approximately 1.0 billion Euro( ). They have always relied on the boot market

More information

Fairfield Public Schools Family Consumer Sciences Curriculum Fashion Merchandising and Design 10

Fairfield Public Schools Family Consumer Sciences Curriculum Fashion Merchandising and Design 10 Fairfield Public Schools Family Consumer Sciences Curriculum Fashion Merchandising and Design 10 Fashion Merchandising and Design 10 BOE Approved 05/09/2017 1 Fashion Merchandising and Design Fashion Merchandising

More information

Signet Responsible Sourcing Protocol For Diamonds. Ensuring The Integrity Of The Natural Diamond Supply Chain. April 18, 2017

Signet Responsible Sourcing Protocol For Diamonds. Ensuring The Integrity Of The Natural Diamond Supply Chain. April 18, 2017 Signet Responsible Sourcing Protocol For Diamonds Ensuring The Integrity Of The Natural Diamond Supply Chain April 18, 2017 Agenda Introduction: Signet Responsible Sourcing Signet Responsible Sourcing

More information

FINAL UTILITY REPORT WILLOW BEND SUBDIVISION Thornton, CO

FINAL UTILITY REPORT WILLOW BEND SUBDIVISION Thornton, CO FINAL UTILITY REPORT WILLOW BEND SUBDIVISION Thornton, CO February 0, 0 Revised: October 0 JN: 0 Prepared for: The True Life Companies DTC Parkway, Suite 7 Greenwood Village, CO 80 Prepared by: Jansen

More information

Hair colour correction services

Hair colour correction services Hair colour correction services The aim of this unit is to develop your knowledge, understanding and the skills necessary to determine and correct more complex colouring problems. To achieve this unit,

More information

This unit is an optional unit included in the framework of the SQA Advanced Certificate /Diploma in Retail Management.

This unit is an optional unit included in the framework of the SQA Advanced Certificate /Diploma in Retail Management. General information for centres Unit title: Fashion Merchandising (SCQF level 7) Unit code: HT5T 47 Superclass: BA Publication date: August 2017 Source: Scottish Qualifications Authority Version: 01 Unit

More information

January 15, Dear Mr. Gresser:

January 15, Dear Mr. Gresser: Suite 500 1717 Pennsylvania Avenue, N.W. Washington, D.C. 20006-4623 U.S.A. (202) 289-1313 Fax (202) 289-1330 www.btlaw.com David M. Spooner Partner (202) 371-6377 David.Spooner@btlaw.com January 15, 2019

More information

Consolidated Financial Results

Consolidated Financial Results Consolidated Financial Results for the Three Months Ended March 31, 2018 Kao Corporation April 27, 2018 These presentation materials are available on our website in PDF format: http://www.kao.com/global/en/investor

More information

Chapman Ranch Lint Cleaner Brush Evaluation Summary of Fiber Quality Data "Dirty" Module 28 September 2005 Ginning Date

Chapman Ranch Lint Cleaner Brush Evaluation Summary of Fiber Quality Data Dirty Module 28 September 2005 Ginning Date Chapman Ranch Lint Cleaner Evaluation Summary of Fiber Quality Data "Dirty" Module 28 September 25 Ginning Date The following information records the results of a preliminary evaluation of a wire brush

More information

Langford Village Community Association - Minutes 20 February 2017

Langford Village Community Association - Minutes 20 February 2017 Langford Village Community Association - Minutes 20 February 2017 Attendees: Mike Oke, Bob Rudge, Jean Coker, John Broad, Rich Ponsford, Andrew Smith, Carol Hetherington, Richard Kingshott 1. Welcome and

More information

ARCHAEOLOGICAL EVALUATION AT BRIGHTON POLYTECHNIC, NORTH FIELD SITE, VARLEY HALLS, COLDEAN LANE, BRIGHTON. by Ian Greig MA AIFA.

ARCHAEOLOGICAL EVALUATION AT BRIGHTON POLYTECHNIC, NORTH FIELD SITE, VARLEY HALLS, COLDEAN LANE, BRIGHTON. by Ian Greig MA AIFA. ARCHAEOLOGICAL EVALUATION AT BRIGHTON POLYTECHNIC, NORTH FIELD SITE, VARLEY HALLS, COLDEAN LANE, BRIGHTON by Ian Greig MA AIFA May 1992 South Eastern Archaeological Services Field Archaeology Unit White

More information

-2- profit margins as a consequence of the relentless penetration of imports in the domestic market. Consider these shocking statistics: From 1968 to

-2- profit margins as a consequence of the relentless penetration of imports in the domestic market. Consider these shocking statistics: From 1968 to TESTIMONY OF RONALD ANSIN, VICE CHAIRMAN, NATIONAL AFFAIRS COMMITTEE, AMERICAN FOOTWEAR INDUSTRIES ASSOCIATION, BEFORE THE TRADE POLICY STAFF COMMITTEE, OFFICE OF THE SPECIAL REPRESENTATIVE FOR TRADE NEGOTIATIONS,

More information

Improvement of Grease Leakage Prevention for Ball Bearings Due to Geometrical Change of Ribbon Cages

Improvement of Grease Leakage Prevention for Ball Bearings Due to Geometrical Change of Ribbon Cages NTN TECHNICAL REVIEW No.78 2010 Technical Paper Improvement of Grease Leakage Prevention for Ball Bearings Due to Geometrical Change of Ribbon Cages Norihide SATO Tomoya SAKAGUCHI Grease leakage from sealed

More information

May 5 th 2016, Richmond Regional TPO Sarah Rhodes

May 5 th 2016, Richmond Regional TPO Sarah Rhodes May 5 th 2016, Richmond Regional TPO Sarah Rhodes Requested Action RESOLVED, that the Richmond Regional Transportation Planning Organization (TPO) authorizes the allocation of RSTP and CMAQ funds in fiscal

More information

EU position on cosmetics in TTIP Comparison between 2014 and 2015 versions

EU position on cosmetics in TTIP Comparison between 2014 and 2015 versions EU position on cosmetics in TTIP Comparison between 2014 and 2015 versions May 2014 March 2015 1. Introduction The final report of the US - EU High Level Working Group on Jobs and Growth of February 2013

More information

Six Points Interchange Reconfiguration Class Environmental Assessment Study

Six Points Interchange Reconfiguration Class Environmental Assessment Study Six Points Interchange Reconfiguration Class Environmental Assessment Study Toronto, ON October 2007 Consulting Inc. 100 York Blvd., Suite 300 Richmond Hill, ON L4B 1J8 Tel: (905) 882-4100 Fax: (905) 882-1557

More information

EARL S BU, ORPHIR HISTORIC ENVIRONMENT SCOTLAND STATEMENT OF SIGNIFICANCE. Property in Care (PIC) ID: PIC291 Designations:

EARL S BU, ORPHIR HISTORIC ENVIRONMENT SCOTLAND STATEMENT OF SIGNIFICANCE. Property in Care (PIC) ID: PIC291 Designations: Property in Care (PIC) ID: PIC291 Designations: Scheduled Monument (SM13379) Taken into State care: 1947 (Ownership) Last reviewed: 2004 HISTORIC ENVIRONMENT SCOTLAND STATEMENT OF SIGNIFICANCE EARL S BU,

More information

SAC S RESPONSE TO THE OECD ALIGNMENT ASSESSMENT

SAC S RESPONSE TO THE OECD ALIGNMENT ASSESSMENT SAC S RESPONSE TO THE OECD ALIGNMENT ASSESSMENT A Collaboration Between the Sustainable Apparel Coalition and the Organisation for Economic Cooperation and Development February 13, 2019 A Global Language

More information

The Use of 3D Anthropometric Data for Morphotype Analysis to Improve Fit and Grading Techniques The Results

The Use of 3D Anthropometric Data for Morphotype Analysis to Improve Fit and Grading Techniques The Results The Use of 3D Anthropometric Data for Morphotype Analysis to Improve Fit and Grading Techniques The Results Abstract Joris COOLS 1*, Alexandra DE RAEVE 1, Peter VAN RANSBEECK 2, Simona VASILE 1, Benjamin

More information

Community Services Committee 14 December Report for Decision. The Eden Hore Collection Building from the Feasibility Study (COM )

Community Services Committee 14 December Report for Decision. The Eden Hore Collection Building from the Feasibility Study (COM ) Community Services Committee 14 December 2016 Report for Decision The Eden Hore Collection Building from the Feasibility Study (COM 05 01 008) Purpose of Report To present the feasibility study report

More information

Management Report Our everyday companions. Study: the market for jewellery, watches and accessories in Germany

Management Report Our everyday companions. Study: the market for jewellery, watches and accessories in Germany Management Report Our everyday companions Study: the market for jewellery, watches and accessories in Germany 1 Executive Summary The market for jewellery, watches and personal accessories is continuing

More information

New Memorandum of Understanding for Kipling Station Redevelopment. Government Management Committee. P:\2016\Internal Services\RE\Gm16029re (AFS 22876)

New Memorandum of Understanding for Kipling Station Redevelopment. Government Management Committee. P:\2016\Internal Services\RE\Gm16029re (AFS 22876) GM13.20 STAFF REPORT ACTION REQUIRED New Memorandum of Understanding for Kipling Station Redevelopment Date: May 30, 2016 To: From: Wards: Reference Number: Government Management Committee Chief Corporate

More information

Overview of the Global Textile Industry

Overview of the Global Textile Industry Overview of the Global Textile Industry Bangladesh Cotton & Textile Convention 2007 Dhaka, Bangladesh Topics To Be Considered Global Trends The Trade/Sourcing Outlook Impact of China Market Requirements

More information

Who Shops Where for Fashion A Look at US Apparel Shopper Demographics

Who Shops Where for Fashion A Look at US Apparel Shopper Demographics Who Shops Where for Fashion A Look at US Apparel Shopper Demographics Deborah Weinswig CEO and Founder Coresight Research deborahweinswig@fung1937.com US: 917.655.6790 HK: 852.6119.1779 CN: 86.186.1420.3016

More information

Provide colour correction services

Provide colour correction services Provide colour correction services D/600/1010 Learner name: Learner number: VTCT is the specialist awarding body for the Hairdressing, Beauty Therapy, Complementary Therapy and Sport and Active Leisure

More information

Church of St Peter and St Paul, Great Missenden, Buckinghamshire

Church of St Peter and St Paul, Great Missenden, Buckinghamshire Church of St Peter and St Paul, Great Missenden, Buckinghamshire An Archaeological Watching Brief for the Parish of Great Missenden by Andrew Taylor Thames Valley Archaeological Services Ltd Site Code

More information

Request Conditional Use Permit (Tattoo Parlor) Staff Recommendation Approval. Staff Planner Robert Davis

Request Conditional Use Permit (Tattoo Parlor) Staff Recommendation Approval. Staff Planner Robert Davis Applicant Property Owner Sifen Development Company, Inc. Public Hearing June 13, 2018 City Council Election District Rose Hall Agenda Item 2 Request Conditional Use Permit (Tattoo Parlor) Staff Recommendation

More information

The Higg Index 1.0 Index Overview Training

The Higg Index 1.0 Index Overview Training The Higg Index 1.0 Index Overview Training Presented by Ryan Young Index Manager, Sustainable Apparel Coalition August 20 th & 21 st, 2012 Webinar Logistics The webinar is being recorded for those who

More information

INTERIM RESULTS Shandong Ruyi as controlling shareholder of Trinity Group. Ruyi Group

INTERIM RESULTS Shandong Ruyi as controlling shareholder of Trinity Group. Ruyi Group 23 August 2 Shandong Ruyi as controlling shareholder of Trinity Group Ruyi Group Overview of Ruyi Group 4 Company Overview Founded in 1972, employees over 50,000 globally Ranks 1 st among 500 textile and

More information

Archaeological Watching Brief (Phase 2) at Court Lodge Farm, Aldington, near Ashford, Kent December 2011

Archaeological Watching Brief (Phase 2) at Court Lodge Farm, Aldington, near Ashford, Kent December 2011 Archaeological Watching Brief (Phase 2) at Court Lodge Farm, Aldington, near Ashford, Kent December 2011 SWAT. Archaeology Swale and Thames Archaeological Survey Company School Farm Oast, Graveney Road

More information

REPUBLIC OF RWANDA MINISTRY OF TRADE, INDUSTRY AND EAC AFFAIRS

REPUBLIC OF RWANDA MINISTRY OF TRADE, INDUSTRY AND EAC AFFAIRS REPUBLIC OF RWANDA MINISTRY OF TRADE, INDUSTRY AND EAC AFFAIRS RESPONSE TO THE REQUEST FOR COMMENTS AND NOTICE OF PUBLIC HEARING CONCERNING AN OUT- OF- CYCLE REVIEW OF RWANDA S ELIGIBILITY FOR BENEFITS

More information

Global Designer and Luxury Footwear Market: Size, Trends & Forecasts ( ) September 2017

Global Designer and Luxury Footwear Market: Size, Trends & Forecasts ( ) September 2017 Global Designer and Luxury Footwear Market: Size, Trends & Forecasts (2017-2021) September 2017 Global Luxury Footwear Market Report Scope of the Report The report entitled Global Luxury Footwear Market:

More information

7. Prehistoric features and an early medieval enclosure at Coonagh West, Co. Limerick Kate Taylor

7. Prehistoric features and an early medieval enclosure at Coonagh West, Co. Limerick Kate Taylor 7. Prehistoric features and an early medieval enclosure at Coonagh West, Co. Limerick Kate Taylor Illus. 1 Location of the site in Coonagh West, Co. Limerick (based on the Ordnance Survey Ireland map)

More information

Comparison of FlexPLI Performance in Vehicle Tests with Prototype and Series Production Legforms

Comparison of FlexPLI Performance in Vehicle Tests with Prototype and Series Production Legforms Bundesanstalt für Straßenwesen (Federal Highway Research Institute) Comparison of FlexPLI Performance in Vehicle Tests with Prototype and Series Production Legforms 4 th Meeting of Informal Group GTR9

More information

Hairdressing Apprenticeship Training Plan New Zealand Certificate in Hairdressing (Professional Stylist) Level 4

Hairdressing Apprenticeship Training Plan New Zealand Certificate in Hairdressing (Professional Stylist) Level 4 Section 1 : The Agreement Signing this plan means: Page 1 The apprentice agrees to learn the skills outlined in this plan. The employer agrees to provide opportunities and resources to help their apprentice

More information

EXAMINATION WORD PROCESSOR POLICY

EXAMINATION WORD PROCESSOR POLICY HEATHFIELD COMMUNITY SCHOOL EXAMINATION WORD PROCESSOR POLICY Reviewed : March 2016 P:/wp/Policies/Examination Word Processor Policy Introduction Word Processor Policy 2015/16 This document is the Word

More information

RESULTS AND INTERPRETATION

RESULTS AND INTERPRETATION CHAPTER 6 RESULTS AND INTERPRETATION 6.1 INTRODUCTION Chapter 6 deals with the factor analysis results and the interpretation of the factors identified for the product category lipstick and the three advertisements

More information

Research Paper No.2. Representation of Female Artists in Britain in 2016

Research Paper No.2. Representation of Female Artists in Britain in 2016 Research Paper No.2 Representation of Female Artists in Britain in 2016 The following report was commissioned by the Freelands Foundation. The intention of the report is to provide up-to-date data on the

More information

Brand Identity Guidelines. v1.3 /

Brand Identity Guidelines. v1.3 / Brand Identity Guidelines v1.3 / 10.07.09 Contents 1.1 About L2P... 1.2 Introduction... 1.3 The L2P Visual Identity... 1.4 The L2P Brandmark... 1.5 Colour... 1.5 Greyscale & reversed... 1.6 Colour configurations...

More information

# Monster Ink Special Use Permit Project Review for Planning and Zoning Commission

# Monster Ink Special Use Permit Project Review for Planning and Zoning Commission #2017-03 Monster Ink Special Use Permit Project Review for Planning and Zoning Commission Meeting Date: April 19, 2017 Request: Location: Existing Zoning: Special Use Permit to allow a tattoo parlor. 1520

More information

OXFORD HAWKS HOCKEY CLUB

OXFORD HAWKS HOCKEY CLUB OXFORD HAWKS HOCKEY CLUB JUNIOR SECTION AUTUMN HOCKEY FESTIVAL SUNDAY 19th OCTOBER 2014 Oxford Hawks Autumn Festival Rules The aim of the festival is to introduce as many children as possible to tournament

More information

Colchester Archaeological Trust Ltd. A Fieldwalking Survey at Birch, Colchester for ARC Southern Ltd

Colchester Archaeological Trust Ltd. A Fieldwalking Survey at Birch, Colchester for ARC Southern Ltd Colchester Archaeological Trust Ltd A Fieldwalking Survey at Birch, Colchester for ARC Southern Ltd November 1997 CONTENTS page Summary... 1 Background... 1 Methods... 1 Retrieval Policy... 2 Conditions...

More information

CHRISTIAN DIOR 2017 RECORD RESULTS

CHRISTIAN DIOR 2017 RECORD RESULTS 30 AVENUE MONTAIGNE PARIS 75008 Paris, February 2, 2018 CHRISTIAN DIOR RECORD RESULTS The Christian Dior group recorded revenue of 43.7 billion euros in, an increase of 11% over the previous year. Organic

More information

18 February. Consumer PR HAN GAO

18 February. Consumer PR HAN GAO EASTPAK UK SOCIAL MEDIA METRICS REPORT 18 February Consumer PR HAN GAO 1 INDEX Terms of reference page 3 Social Media activity page 5 What has been tracked and measured page 8 Results page 10 Conclusions

More information

An archaeological evaluation at the Blackwater Hotel, Church Road, West Mersea, Colchester, Essex March 2003

An archaeological evaluation at the Blackwater Hotel, Church Road, West Mersea, Colchester, Essex March 2003 An archaeological evaluation at the Blackwater Hotel, Church Road, West Mersea, Colchester, Essex report prepared by Laura Pooley on behalf of Dolphin Developments (U.K) Ltd NGR: TM 0082 1259 CAT project

More information

SKACH11 SQA Unit Code H9DA 04 Hair colour correction services

SKACH11 SQA Unit Code H9DA 04 Hair colour correction services Overview This standard is about the advanced skills necessary to determine and correct more complex colouring problems. To achieve this standard, you must be able to remove artificial colour, remove bands

More information

International Efficacy Survey

International Efficacy Survey International Efficacy Survey on Wrinkle Treatment Products for Narhex Australia Pty Ltd By Dr Vyt Garnys Ph.D., A.R.A.C.I., A.I.M.M., Managing Director Cetec Pty Ltd Consulting - Enterprises in Technology

More information

Putting the EMyth Perspective to Work In Your Business & Life

Putting the EMyth Perspective to Work In Your Business & Life Putting the EMyth Perspective to Work In Your Business & Life The Entrepreneurial Seizure The Entrepreneurial Myth Carpenters Start Contracting Businesses CPAs Open Accounting Firms Dancers Open Dance

More information

Student Handbook 2016

Student Handbook 2016 Healesville Living and Learning Centre Student Handbook 2016 Certificate III in Hairdressing SIH30111 Course Information Certificate III in Hairdressing SIH30111 R.T.O. No.:3851 A.B.N. 78 831 662 475 Incorporation

More information

Conditional Use Permit case no. CU13-07: Arsenal Tattoo

Conditional Use Permit case no. CU13-07: Arsenal Tattoo PLANNING AND ZONING COMMISSION STAFF REPORT August 1, 2013 Conditional Use Permit case no. CU13-07: Arsenal Tattoo CASE DESCRIPTION: LOCATION: LEGAL DESCRIPTION: EXISTING LAND USE: APPLICANT(S): STAFF

More information

FINAL DRAFT UGANDA STANDARD

FINAL DRAFT UGANDA STANDARD FINAL DRAFT UGANDA STANDARD FDUS EAS 377-1 First Edition 2013-mm-dd Cosmetics and cosmetic products Part 1: List of substances prohibited in cosmetic products Reference number FDUS EAS 377-1: 2013 UNBS

More information

ERYLITE. Erythritol boosts hair conditioner performance

ERYLITE. Erythritol boosts hair conditioner performance f a c t s ERYLITE Erythritol boosts hair conditioner performance Introduction Many people like to finish their hair cleansing routine with a conditioner. Conditioning leaves hair more manageable, glossier

More information

CONsCIOUs ACTIONs Highlights 2012

CONsCIOUs ACTIONs Highlights 2012 CONSCIOUS ACTIONS Highlights 2012 Welcome to H&M s CONSCIOUS ACTIONS Highlights 2012 At H&M, we think of sustainability as a word of action. It s an ongoing journey full of heart, drive and passion with

More information

Standing up for women

Standing up for women Standing up for women www.sinnfein.ie/budget2018 2 www.sinnfein.ie/budget2018 Sinn Féin is on your side people. Sinn Féin is on your side. Our politics and policies put equality, sound economics and the

More information