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Chapter 6 – Traffic and Transport Wheelabrator Harewood Waste-to- Energy Facility Chapter 6 – Traffic and Transport Prepared for: WTI/EfW Holdings Ltd. AECOM Wheelabrator Harewood Waste-to- Energy Facility Table of Contents 6. Traffic and Transport ............................................................................ 6-3 Introduction .................................................................................................................................... 6-3 Stakeholder Engagement ............................................................................................................... 6-3 Legislation and Planning Policy ...................................................................................................... 6-6 Assessment Methodology ............................................................................................................... 6-8 Baseline Conditions ...................................................................................................................... 6-17 Design Measures and Impact Avoidance ...................................................................................... 6-22 Assessment of Likely Impacts and Effects..................................................................................... 6-24 Mitigation and Enhancement Measures ........................................................................................ 6-42 Residual Effects............................................................................................................................ 6-42 Cumulative Effects ........................................................................................................................ 6-42 References ................................................................................................................................... 6-44 Figures Figure 6-1: Study Area Figure 6-2: Personal Injury Accident Plan Figure 6-3: Existing public footpaths, cycle routes and byways Figure 6-4: Existing Bus Stops Figure 6-5: Highway Links Tables Table 6-1: Key consultation responses to main matters ................................................................... 6-3 Table 6-2: Status of Transport Reports ............................................................................................ 6-7 Table 6-3: Existing Traffic Data.......................................................................................................6-11 Table 6-4: Receptor Sensitivity ...................................................................................................... 6-12 Table 6-5: Classification of effects arising from changes in traffic flows .......................................... 6-13 Table 6-6: Criteria for Assessing Traffic Flows Causing Increased Delay or Congestion ................. 6-14 Table 6-7: Criteria for Assessing Diversions Causing Increased Delay ........................................... 6-14 Table 6-8: Criteria for Assessing Accidents and Safety .................................................................. 6-15 Table 6-9: Criteria for Assessing Vulnerable Road User Delay ....................................................... 6-15 Table 6-10: Review of Amenity and Ambience (Example template) ................................................ 6-16 Table 6-11: Criteria for Assessing Changes in Amenity and Ambience ........................................... 6-16 Table 6-12: Criteria for Assessing Fear and Intimidation ................................................................ 6-17 Table 6-13: 2019 Baseline Traffic Conditions ................................................................................. 6-18 Table 6-14: Highway Link Summary .............................................................................................. 6-18 Table 6-15: Reported Accidents by Study Junction ........................................................................ 6-19 Table 6-16: Reported Accidents by Study Link and Severity (Baseline) .......................................... 6-19 Table 6-17: Traffic Growth Rates (Unadjusted) .............................................................................. 6-21 Table 6-18: 2023 Baseline Traffic Conditions ................................................................................. 6-21 Table 6-19: 2025 Weekday Baseline Traffic Conditions ................................................................. 6-22 Table 6-20: Construction Worker Vehicles (Cars/LGVs) ................................................................. 6-25 Table 6-21: Construction Worker Vehicles (Cars/LGVs) – Average Construction Scenario (800 Workers)....................................................................................................................................... 6-26 Table 6-22: Construction Worker Vehicles (Cars/LGVs) – Peak Construction Scenario (1000 Workers) ..................................................................................................................................................... 6-27 Table 6-23: Review of Vulnerable Road User ambience and amenity ............................................ 6-29 Table 6-24: Trip Generation (Weekday) - Staff ............................................................................... 6-31 Table 6-25: Summary of Inputs, Outputs and Loads ...................................................................... 6-32 Prepared for: WTI/EfW Holdings Ltd. AECOM 6-1 Wheelabrator Harewood Waste-to- Energy Facility Table 6-26: Trip Generation – Operational Vehicles ....................................................................... 6-32 Table 6-27: Summary of Operational Traffic – Staff Vehicles + HGV Deliveries (Weekday) ............ 6-33 Table 6-28: Trip Distribution (Census 2011 – Test Valley 008 MSOA) ............................................ 6-34 Table 6-29: Gravity Model Results (Operational Vehicles) ............................................................. 6-34 Table 6-30: 2025 Future (with Proposed Development) Weekday Traffic Conditions ...................... 6-35 Table 6-31: Net Change in Traffic Flows (2025 with Proposed Development minus 2025 without Proposed Development) ............................................................................................................... 6-36 Table 6-32: Assessment of Traffic Flow impact on Driver Delay – Operation .................................. 6-36 Table 6-33: Classification of Driver Delay – Operation ................................................................... 6-37 Table 6-34: Review of Vulnerable Road User ambience and amenity ............................................ 6-38 Table 6-35: Net Change in Traffic Flows (2025 with Proposed Development minus 2025 without Proposed Development) ............................................................................................................... 6-39 Table 6-36: Summary of Magnitude of Impact and Significance of Effect ....................................... 6-40 Prepared for: WTI/EfW Holdings Ltd. AECOM 6-2 Wheelabrator Harewood Waste-to- Energy Facility 6. Traffic and Transport Introduction This document provides the preliminary findings of the environmental assessment undertaken to date to inform the formal consultation process. It does not constitute a full Environmental Statement (ES), which will be produced as part of the Development Consent Order (DCO) application. It is intended that this chapter provides consultees with an early opportunity to provide informed comments on the work undertaken to date and its findings. The Applicant will take into account these comments when finalising the ES and DCO application. The various assessments are at differing stages of completion due to outstanding design and baseline information, and in some areas there are gaps that are highlighted along with an explanation on how this will be further developed for the ES. This approach adheres with the EIA Regulations and Planning Inspectorate Advice Note 7. This chapter of the PEIR reports the findings of an assessment of the likely significant effects on traffic and transport as a result of the Harewood Waste-to-Energy Facility (hereafter referred to as the ‘Proposed Development’). For more details about the Proposed Development, refer to Chapter 4: Proposed Development of this ES. This chapter identifies and proposes measures to address the potential impacts and effects of the Proposed Development on traffic and transport, during construction, operation and decommissioning where resolved. Further information on any mitigation required to manage the impacts of the Proposed Development will be provided in the final ES. Stakeholder Engagement Stakeholders for the Proposed Development include statutory consultees, land managers, landowners, heritage interest groups, academics and local communities. In addition to the statutory consultation process, there will be ongoing engagement with statutory and formal consultees to steer the development of the Proposed Development in terms of transport considerations. A high-level summary of responses to the Scoping Opinion can be found in Chapter 2: Assessment Methodology and Significance Criteria. Key comments relevant to this discipline are outlined below. Table 6-1: Key consultation responses to main matters Consultee Main matter raised Key responses Planning Inspectorate Access: The Environmental Statement Further details on construction and (PINS) (ES) should state finalised access operational site access are included at arrangements and construction Chapter 4 (Figure
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