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West Midlands Environmental Statement

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West Midlands Environmental Statement L ondon -WEST MI -WEST d LA nd S Env S I ron ME n tal S tateme n T | Vol 5 Vol London- | Technical Appendices Technical WEST MIDLANDS ENVIRONMENTAL STATEMENT | Transport Assessment Transport (TR-001-000) Volume 5 | Technical Appendices Transport Assessment (TR-001-000) Part 9: West Midlands assessment Traffic and transport | November 2013 9: W Midlands assessment 9: VOL VOL VOL ES 3.5.0.12.9 5 5 5 London- WEST MIDLANDS ENVIRONMENTAL STATEMENT Volume 5 | Technical Appendices Transport Assessment (TR-001-000) Part 9: West Midlands assessment Traffic and transport November 2013 ES 3.5.0.12.9 High Speed Two (HS2) Limited has been tasked by the Department for Transport (DfT) with managing the delivery of a new national high speed rail network. It is a non-departmental public body wholly owned by the DfT. A report prepared for High Speed Two (HS2) Limited. High Speed Two (HS2) Limited, Eland House, Bressenden Place, London SW1E 5DU Details of how to obtain further copies are available from HS2 Ltd. Telephone: 020 7944 4908 General email enquiries: [email protected] Website: www.hs2.org.uk High Speed Two (HS2) Limited has actively considered the needs of blind and partially sighted people in accessing this document. The text will be made available in full on the HS2 website. The text may be freely downloaded and translated by individuals or organisations for conversion into other accessible formats. If you have other needs in this regard please contact High Speed Two (HS2) Limited. Printed in Great Britain on paper containing at least 75% recycled fibre. Volume 5 Appendix – Transport Assessment - TR-001-000 | Contents Contents Part 1 - Introduction, policy, scheme description and methodology and assumptions Section 1: Introduction – overview of Transport Assessment Section 2: Policy – review of relevant policy and guidance documents Section 3: Scheme description – outline of Proposed Scheme Section 4: Methodology and assumptions – route-wide methodology and assumptions Part 2 - Baseline conditions Section 5: Baseline conditions for all CFAs Part 3 - London assessment Section 6a: London regional methodology CFA1-3 construction assessment Part 4 - London assessment Section 6b: CFA1-3 scheme description CFA1-3 operational assessment Part 5 - London assessment Section 6c: CFA4-6 construction and operational assessment London region sensitivity analysis Part 6 - Country assessment Section 7a: Country regional methodology CFA7-15 construction and operational assessment Part 7 – Country assessment Section 7b: CFA16-22 construction and operational assessment i Volume 5 Appendix – Transport Assessment - TR-001-000 | Contents Part 8 – West Midlands assessment Section 8a: West Midlands regional methodology CFA23-24 construction and operational assessment Part 9 – West Midlands assessment Section 8b: CFA25-26 construction and operational assessment Part 10 – Route-wide and off-route assessment Section 9: Route-wide and off-route construction and operational assessment Part 11 – Annex A: Framework travel plan Part 12 – Annex B(i): Baseline survey report (CFA1) Part 13 – Annex B(ii): Baseline survey report (CFA2-6) Part 14 – Annex B(iii): Baseline survey report (CFA7-15) Part 15 – Annex B(iv): Baseline survey report (CFA16-22) Part 16 – Annex B(v): Baseline survey report (CFA23-26) Part 17 – Annex C: Model Performance reports Part 18 – Annex D: Traffic data used for air quality assessment ii Volume 5 Appendix – Transport Assessment - TR-001-000 | Contents Contents Contents i 8 West Midlands assessment 8-278 8.5 Castle Bromwich and Bromford (CFA25) 8-278 8.6 Washwood Heath to Curzon Street station (CFA26) 8-334 List of figures Figure 8-17: Castle Bromwich and Bromford (CFA25) construction compound phasing 297 Figure 8-18: Visualisation of Washwood Heath depot 8-335 Figure 8-19: Visualisation of Curzon Street station 8-338 Figure 8-20: Proposed accesses to Curzon Street station (annotated extract from Map CT-06-142) 8-339 Figure 8-21: Future baseline 2026 AM (08:00-09:00) peak forecast rail demand 8-390 Figure 8-22: Future baseline 2041 AM (08:00-09:00) peak forecast rail demand 8-391 Figure 8-23: Birmingham cordon surveys, Centro 2011 8-392 Figure 8-24: Forecast pedestrian flows on Moor Street Queensway - AM (08:00-09:00) peak 2026 8-395 Figure 8-25: Forecast pedestrian flows on Moor Street Queensway - PM (17:00-18:00) peak 2026 8-395 Figure 8-26: Forecast pedestrian flows on Moor Street Queensway - AM (08:00-09:00) peak 2041 8-396 Figure 8-27: Forecast pedestrian flows on Moor Street Queensway - PM (17:00-18:00) peak 2041 8-396 Figure 8-28: Pedestrian assessment study area 8-397 Figure 8-29: Washwood Heath to Curzon Street station (CFA26) construction compound phasing 405 Figure 8-30: 2021 future baseline with Proposed Scheme (-) future baseline scenario (AM peak) 8-418 Figure 8-31: 2021 future baseline with Proposed Scheme (-) future baseline scenario (PM peak) 8-419 iii Volume 5 Appendix – Transport Assessment - TR-001-000 | Contents Figure 8-32: Footpath diversion routes during construction, in the vicinity of the proposed Curzon Street station 8-464 Figure 8-33: Station impacts (operations) (Map TR-01-026) 8-468 Figure 8-34: Curzon Street station intermodal interchange visualisation 8-469 Figure 8-35: 2026 future baseline with Proposed Scheme (-) future baseline scenario (AM peak) 8-480 Figure 8-36: 2026 future baseline with Proposed Scheme (-) future baseline scenario (PM peak) 8-480 Figure 8-37: Screenline location 8-497 Figure 8-38: 2041 future baseline with Proposed Scheme (-) future baseline scenario (AM peak) 8-507 Figure 8-39: 2041 future baseline with Proposed Scheme (-) future baseline scenario (PM peak) 8-508 Figure 8-40: Proposed Curzon Street station design - short stay car park (annotated extract from Drawing C224-ARP-CV-DPL-040-226700) 8-537 Figure 8-41: 2026 AM (08:00-09:00) peak rail passenger forecasts - with Hs2 (Phase One), passenger trips 8-543 Figure 8-42: 2041 AM (08:00-09:00) peak rail passenger forecasts - with Hs2 (Phase Two), passenger trips 8-543 Figure 8-43: 2026 AM (08:00-09:00) peak rail passenger forecasts - with Hs2 (Phase One) % change from Future Baseline 8-544 Figure 8-44: 2041 AM (08:00-09:00) peak rail passenger forecasts - with Hs2 (Phase Two) % change from future baseline 8-544 Figure 8-45: Forecast pedestrian flows on Moor Street Queensway - AM (08:00-09:00) Peak 2026 with the Proposed Scheme 8-552 Figure 8-46: Forecast pedestrian flows on Moor Street Queensway - PM (17:00-18:00) Peak 2026 with the Proposed Scheme 8-553 Figure 8-47: Forecast pedestrian flows on Moor Street Queensway - AM (08:00-09:00) Peak 2041 with the Proposed Scheme 8-553 Figure 8-48: Forecast pedestrian flows on Moor Street Queensway - PM (17:00-18:00) Peak 2041 with the Proposed Scheme 8-554 Figure 8-49: Pedestrian assessment study area 8-554 Figure 8-50: Proposed Curzon Street station design - taxi drop and pick-up points (annotated extract from Drawing C224-ARP-CV-DPL-040-226700) 8-568 Figure 8-51 - Proposed mitigation at Curzon Circle 8-570 Figure 8-52 - Proposed mitigation at Garrison Circus 8-571 Figure 8-53: Proposed mitigation at Curzon Street/Cardigan Street 8-582 Figure 8-54: Footpath diversion routes 8-594 List of tables Table 8-296: Trip generation for existing businesses accessed via Wolseley Drive 8-280 Table 8-297: Traffic growth factors (TEMPRO) 8-282 Table 8-298: Future baseline transport supply conditions 8-282 Table 8-299: Strategic road network future baseline flows (vehicles) - AM peak (08:00- 09:00) 284 iv Volume 5 Appendix – Transport Assessment - TR-001-000 | Contents Table 8-300: Strategic road network future baseline flows (vehicles) - PM peak (17:00- 18:00) 286 Table 8-301: Local road network future baseline flows (vehicles) - AM peak (08:00-09:00) 289 Table 8-302: Local road network future baseline flows (vehicles) - PM peak (17:00-18:00) 290 Table 8-303: Castle Bromwich and Bromford assumed workforce at construction sites 8- 299 Table 8-304: Typical vehicle trip generation for construction site compounds in the Castle Bromwich and Bromford area 8-300 Table 8-305: Strategic road network construction traffic flows (vehicles) AM peak (08:00- 09:00) 304 Table 8-306: Strategic road network construction traffic flows (vehicles) - PM peak (17:00-18:00) 306 Table 8-307: Local road network construction traffic flows (vehicles) – AM peak (08:00- 09:00) 309 Table 8-308: Local road network construction traffic flows (vehicles) – PM peak (17:00- 18:00) 310 Table 8-309: Washwood Heath depot person trip generation (non-car modes) summary (2026 and 2041) 8-316 Table 8-310: Washwood Heath depot vehicle trip generation summary (2026 and 2041) 8- 316 Table 8-311: Trips from Curzon Street station (CFA26), Washwood Heath depot (CFA26) and Birmingham Interchange (CFA24) passing through the Castle Bromwich and Bromford area 8-317 Table 8-312: Strategic road network 2026 future baseline and with the Proposed Scheme traffic (vehicles) – AM peak (08:00-09:00) 8-318 Table 8-313: Strategic road network PM peak hour (17:00-18:00) traffic flows 2026 future baseline and with HS2 traffic (vehicles) 8-319 Table 8-314: Local road network 2026 future baseline and with HS2 traffic (vehicles) – AM peak (08:00-09:00) 8-321 Table 8-315: Local road network 2026 future baseline and with HS2 traffic (vehicles) – PM peak (17:00-18:00) 8-322 Table 8-316: Strategic road network 2041 future baseline and with HS2 traffic (vehicles) AM peak (08:00-09:00) 8-323 Table 8-317: Strategic road network 2041 future baseline and with HS2 traffic
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