Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489
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Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489 Document no: 1MC05-ALJ-EV-APP-CS02_CL03-000001 Revision Author Reviewed by Approved by Date approved Reason for revision C01 M McAree / John O’Connor Jon Neale 25/04/2019 Issue S.White HS2-HS2-CO-TEM-000-000046 P01 Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489 Document no: 1MC05-ALJ-EV-APP-CS02_CL03-000001 Revision: C01 Security classification: OFFICIAL Handling Instructions: none OFFICIAL Page ii Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489 Document no: 1MC05-ALJ-EV-APP-CS02_CL03-000001 Revision: C01 Contents 1 Non-Technical Summary 1 2 Technical Summary 2 2.2 Plant Overview 3 2.3 Slurry receipt 4 2.4 Slurry Treatment Plant process 5 2.5 STP design 5 2.6 Slurry makeup tanks 7 2.7 De-sanded slurry dehydration 7 2.8 Dirty water cleaning 9 2.9 Use of polymers 9 3 Application Forms 11 3.1 Form A 11 3.2 Form B2 11 3.3 Form B4 11 3.4 Form F1 11 4 Additional Information 12 4.1 Application Overview 12 4.2 EPR Application Form A 12 4.3 EPR Application Form B2 13 4.4 EPR Application Form B4 37 Appendix A – Letters of Authorisation 40 Appendix B – Figures 41 B.1 Figure 1 – Site Location Plan 41 B.2 Figure 2 – Permit Boundary 42 Appendix C - Site Layout 43 C.1 Bunding details 44 C.2 Figure 4 – Block flow diagram 1 45 C.3 Figure 5 – Block flow diagram 2 46 Appendix D – BAT Conclusions Applicability 47 Appendix E – CL:AIRE DoW CoP 53 E.1 Use of CL:AIRE at the Southern Portal 53 Figure E.1 – Materials management approach in Section C1 55 OFFICIAL Page i Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489 Document no: 1MC05-ALJ-EV-APP-CS02_CL03-000001 Revision: C01 Appendix F – Site Condition Report 56 F.1 Site Condition Report 56 Appendix G – CoTC Evidence 62 Appendix H – Proposed Polymer MSDS 63 List of figures Figure 1 : ALIGN EMS Document Hierarchy 14 List of tables Table 1: Summary of designated sites 17 Table 2: Summary of receptor sites 18 Table 3: Overall assessment of risk 19 Table 4: Assessment scores interpretation 19 Table 5: Overall assessment scores 20 Table 6: Waste operations which do not form part of an installation 37 Table 7: Types of waste accepted at the site 37 Table 8: Emissions 38 OFFICIAL Page ii Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489 Document no: 1MC05-ALJ-EV-APP-CS02_CL03-000001 Revision: C01 1 Non-Technical Summary 1.1.1 This permit application is made on behalf of the three organisations who make up the Align Joint Venture (Align JV) and relates to a non-hazardous waste treatment activity associated with the construction of Package C1 of the High Speed 2 (HS2) rail link. Package C1 encompasses 22 km of the route of HS2 through Buckinghamshire. The application is for a bespoke waste Environmental Permit for the physico-chemical treatment of non-hazardous waste for the purposes of recovery. The permitted area relates to land located at the southern portal (entrance) of the Chiltern Tunnel of HS2. 1.1.2 The only waste to be treated is chalk slurry (slurry) originating from the boring of the Chiltern Tunnel. The tunnel consists of 2 separate bored tunnels, one for each direction of travel. The tunnel is approximately 16km long and bored through chalk, with a number of different chalk strata being present along the length of the bore. The slurry treatment plant (STP) is located at the southern portal of the Chiltern Tunnel, where all arisings from boring operations are handled. Upon completion of the tunnelling works, the plant will be decommissioned, and the permit surrendered. It is currently envisioned that the plant operational lifespan will be approximately 4 years. 1.1.3 The Chiltern Tunnel is to be bored using two variable density tunnel boring machines (TBM), one per bore. This type of TBM has been specifically chosen for the geology to be encountered, taking into account the chalk strata, the location of the bore below the typical water table for large distances and the utilisation of the water table for public water supply, which means the bore crosses a number of source protection zones. A variable density TBM relies on the hydrostatic pressure behind the cutter face, produced by a slurry, to seal the bore during progress. The slurry in this case will be a mixture of water and chalk, which mixes with the cutter debris. This mixed slurry is pumped back to the southern portal via a hydraulic circuit where it is regenerated for reuse and the solid material removed. 1.1.4 The treatment process consists of a STP which treats the slurry to remove coarse and then fine particulate matter, following dosing with a suitable cfilter aid, resulting in a filter cake material. This is tested to confirm its suitability for recovery in the designated landscaping scheme under the CL:AIRE Definition of Waste: Code of Practice (DoW: CoP). The treated material will be reused to form the profile of landscaped areas sitting beneath topsoil and subsoil layers in accordance with the agreed project landscaping scheme. 1.1.5 Some produced filter cake material may be subject to chemical dosing with lime or cement in order to meet the moisture content requirements for the landscaping scheme. This dosing is likely to primarily be weather dependent. Other filter cake will be subject to treatment with cement powder, in order to provide the necessary cohesive strength to OFFICIAL Page 1 Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489 Document no: 1MC05-ALJ-EV-APP-CS02_CL03-000001 Revision: C01 construct haul and access roads for placement cells within the landscaping area. The majority of recovered material will not be chemically treated. 1.1.6 Liquid recovered from the filtration process, when lime is used as a filter aid, is primarily water with an elevated pH. It is recovered by reducing the pH through the additional of sulphuric acid. When polymer is used as a filter aid the filtrate is close to neutral pH. In both cases, the filtrate is used to produce regenerated slurry which is returned to the TBMs for reuse in the boring process. 1.1.7 The TBM’s will operate on a 24 hour per day basis, excluding maintenance periods. There will be a gap between the launch of the two TBM’s. However, although they operate continuously, boring operations are subject to a series of pauses during the day for the installation of support rings and lengthening of slurry pipes. 1.1.8 The hourly slurry plant input flow rate is up to 1,250m3/h (maximum 30,000m3 per day) per TBM. On average 2,650m3 of filter cake would be generated each day with peak of up to 6,000m3 with both TBMs working. In addition, there will be approximately 1,000m3 of coarse particulates separated from the slurry generated per day, which will also be used within the proposed landscaping scheme. 1.1.9 There are no direct emissions to air, land or sewer from the process. There is the potential for releases of water to surface water, via releases to the wider site surface water management system from the treated pH adjusted buffer tank, B6.3 Such releases are only anticipated in the event that the STP has a greater volume of water stored than is currently required by TBM operations. 1.1.10 The site wide water management system sits outside the permit boundary. For completeness, excess water will be transferred from tank B6.3 to a large attenuation pond. It will be subject to passive settlement treatment and then transferred to a clean water pond, following appropriate treatment in the water treatment plant (WTP). Water from within the clean water pond will be utilised within the wider southern portal area, as far as practicable or discharged, within the requirements of the discharge consent environmental permit (EPR/QB3092NR/A001) for the pond. 2 Technical Summary 2.1.1 The STP is designed to treat slurry generated by the operation of the two tunnel boring machines used to bore the Chiltern Tunnel, which is being constructed as part of the HS2 route through Buckinghamshire. The STP will recover solid material from the slurry for landscaping purposes and regenerated (recovered) slurry for reuse in tunnelling operations. This is classified as an R5 operation. It is located at the construction OFFICIAL Page 2 Chiltern Tunnel South Portal – Slurry Treatment Plant Environmental Permit Application Supporting Information EAWML 404489 Document no: 1MC05-ALJ-EV-APP-CS02_CL03-000001 Revision: C01 compound, at the southern portal of the Chiltern Tunnel, from where the TBM’s are launched. 2.1.2 The southern portal is located at National Grid Reference (NGR) TQ 02652 91119. The southern portal site to be developed is currently arable land. Adjacent land uses include the M25 motorway, 370m to the west of the site, and immediately to the south is arable land. The nearest key receptors (excluding the rest of the site, the visitor centre and worker accommodation) include: Denham Park Quarry which is located 500m to the south west of the site, HydeAway Spa located 680m to the north west of the site and residential properties off Old Uxbridge Road located 900m east of the site.