Kent Mineral Sites Plan 2019-30 - Collated Transport Assessment of Mineral Option Sites - Kent County Council
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Kent Mineral Sites Plan 2019-30 Collated Transport Assessment of Mineral Option Sites April 2019 Collated Transport Assessments of the Mineral Sites, April 2019 Page 1 of 35
Table of Contents 1.0 Introduction................................................................................................................................... 3 2.0 National Planning Policy and Guidance ................................................................................ 4 2.1 Promoting Sustainable Transport ....................................................................................... 4 2.2 Planning Practice Guidance ................................................................................................. 4 3.0 Context ........................................................................................................................................... 5 4.0 Methodology ................................................................................................................................. 6 4.1 Initial Screening ....................................................................................................................... 6 4.2 Detailed Technical Assessment .......................................................................................... 8 5.0 Results and conclusions ........................................................................................................... 9 5.1 Site: M3 Chapel Farm (West) - Folkestone Beds Soft Sand ......................................... 9 5.2 M8: West Malling Sandpit, Ryarsh- Folkestone Beds Soft Sand .............................. 13 5.3 M2: Lydd Quarry/Allen’s Bank Extension, Lydd-Storm Beach Deposits ............... 17 5.4 M7: Land at Central Road, Dartford .................................................................................. 20 5.6 M11: Joyce Green Farm Quarry Extension, Dartford - Sharp Sand and Gravel ... 23 5.7 M9 The Postern, Capel - Sharp Sand and Gravels ....................................................... 26 5.8 M10: Moat Farm, Five Oak Green, Capel ......................................................................... 26 5.9 M12: Postern Meadows, Tonbridge .................................................................................. 28 5.10 M13: Stonecastle Farm Quarry Extensions, Hadlow/Whested................................ 30 6.0 Summary...................................................................................................................................... 33 Appendix 1: Results of the initial RAG scoring of all promoted sites that align with the Kent Minerals and Waste Local Plan 2013-30 with regard to transport impacts ............ 34 Collated Transport Assessments of the Mineral Sites, April 2019 Page 2 of 35
1.0 Introduction 1.1 The Proposed Submission Kent Minerals Sites Plan identifies three sites considered suitable for development as mineral quarries. The sites that are considered suitable are those shown not to have any overriding obstacles to their development, in terms of the acceptability of impacts on communities and the environment. 1.2 To assist the independent examination of the Kent Minerals Sites Plan, this document collates the information that was used to assess the likely transportation impacts of sites and the conclusions reached regarding their suitability. 1.3 In reaching conclusions on the suitability of a site, a judgement was made as to whether development at the site would be able to come forward that would be consistent with policies in the adopted Kent Minerals and Waste Local Plan intended to ensure that unacceptable transportation impacts do not arise. The key policy is Policy DM 13: Transportation of Minerals and Waste which states the following: “Minerals and waste development will be required to demonstrate that emissions associated with road transport movements are minimised as far as practicable and by preference being given to non-road modes of transport. Where development requires road transport, proposals will be required to demonstrate that: 1. the proposed access arrangements are safe and appropriate to the scale and nature of movements associated with the proposed development such that the impact of traffic generated is not detrimental to road safety 2. the highway network is able to accommodate the traffic flows that would be generated, as demonstrated through a transport assessment, and the impact of traffic generated does not have an unacceptable adverse impact on theenvironment or local community. 3. emission control and reduction measures, such as deployment of low emission vehicles and vehicle scheduling to avoid movements in peak hours. Particular emphasis will be given to such measures where development is proposed within an AQMA. (Figure 15)” 1.4 The adopted Kent Minerals and Waste Local Plan 2013-30 was evidentially supported, as a strategic document for waste and mineral developments across Kent by a Strategic Transport Assessment1 prepared in September 2013. The document itself was predicated upon the evidence prepared for the Kent Local Transport Plan (2011-2016) and Kent Freight Action Plan (2012-2016). The Kent Local Transport Plan (2011-2016) has now been superseded by the Kent Local Transport Plan (2016-2031) adopted in 2016. “These Plans note that it is important to consider congestion and associated air quality impacts (both on communities and the environment) when assessing the suitability of proposals that involve HGV movements. With climate change being of particular importance in terms of the wider environmental impact. 1.5 In order to reflect this approach in the Kent Minerals and Waste Local Plan 2013-30, specific policy was formulated to (Policy DM 13: Transportation of Minerals and Waste) as stated above. The policy requires that minerals and waste developments demonstrate that emissions associated from road transportation are minimised as far as practical, with preference given to non-road modes of transportation. Where road transportation is 1 See document KCC/MWLP/CS/013 in the Kent Minerals and Waste Local Plan 2013-30 examination document library at the following link http://consult.kent.gov.uk/portal/mwcs/mwlp-eip/eip-library/ Collated Transport Assessments of the Mineral Sites, April 2019 Page 3 of 35
required (for example, where geological distribution of mineral resources leaves no other realistic transportation option) proposals will have to address criteria 1 to 3 in policy DM13. 1.6 This report shows how the adopted policy criteria have been applied to the assessment of Minerals Option Sites and informed the conclusions concerning the suitability of the sites included in the Pre-Submission Kent Mineral Sites Plan. 2.0 National Planning Policy and Guidance 2.1 Promoting Sustainable Transport 2.1.1 The National Planning Policy Framework (2019)2 expects that “Transport issues should be considered from the earliest stages of plan-making and development proposals, so that: a) the potential impacts of development on transport networks can be addressed; b) opportunities from existing or proposed transport infrastructure, and changing transport technology and usage, are realised – for example in relation to the scale, location or density of development that can be accommodated; c) opportunities to promote walking, cycling and public transport use are identified and pursued; d) the environmental impacts of traffic and transport infrastructure can be identified, assessed and taken into account – including appropriate opportunities for avoiding and mitigating any adverse effects, and for net environmental gains; and e) patterns of movement, streets, parking and other transport considerations are integral to the design of schemes, and contribute to making high quality places.” 2.1.2 Mineral development has the potential to impact transportation in a significant manner. The distribution of minerals is significantly achieved by the use of heavy goods vehicles (HGVs) as often the opportunities for other modes of transport are unavailable or would be unrealistically expensive and impracticable. This is by fact of the geological distribution of resources not necessarily coinciding with rail or water borne transportation opportunities. Therefore, in assessing mineral development allocations and their transportation impacts the County Council consulted the respective local authorities and the County Highway Authority accordingly to gather the necessary information to determine the transport implications of the promoted Option sites at the plan making stage and inform the choice of allocations. This process was significantly driven by the need to balance the maintenance of a steady and adequate supply of aggregates with the need for development to not add to congestion and emissions, that can adversely affect air quality and public health. 2.2 Planning Practice Guidance 2.2.1 The government has issued guidance on the key issues that should be considered when developing a transport evidence base in support of a local plan. Issued in 2014 Paragraph: 003 Reference ID: 54-003-201410103 states: 2 Para 102 3 https://www.gov.uk/guidance/transport-evidence-bases-in-plan-making-and-decision-taking Collated Transport Assessments of the Mineral Sites, April 2019 Page 4 of 35
“The key issues, which should be considered in developing a transport evidence base, include the need to: • assess the existing situation and likely generation of trips over time by all modes and the impact on the locality in economic, social and environmental terms • assess the opportunities to support a pattern of development that, where reasonable to do so, facilitates the use of sustainable modes of transport • highlight and promote opportunities to reduce the need for travel where appropriate • identify opportunities to prioritise the use of alternative modes in both existing and new development locations if appropriate • consider the cumulative impacts of existing and proposed development on transport networks • assess the quality and capacity of transport infrastructure and its ability to meet forecast demands • identify the short, medium and long-term transport proposals across all modes The outcome could include assessing where alternative allocations or mitigation measures would improve the sustainability, viability and deliverability of proposed land allocations (including individual sites) provided these are compliant with national policy as a whole.” 2.2.2 When identifying the sustainable allocations for maintaining a steady and adequate supply of aggregate minerals, preparation of the Kent Minerals Sites Plan considered the transport implications of all the identified Option sites against the specific highway and transportation criteria above, that are relevant, and the adopted Kent Minerals and Waste Local Plan 2013-30 Policy DM 13, to the site in question. This work identified that the sites are deliverable and in accordance with the National Planning Policy Framework on promoting sustainable transport and the adopted local plan policy to minimise transport related emissions, while recognising the specific and unique characteristic of mineral development in that it is significantly affected by the geological distribution of finite mineral resources.4 3.0 Context 3.1 Kent has extensive transportation links by road, rail and water with northern France, London, Essex and the South East of England (see Figure 1). The County Council has a statutory duty to prepare and update its Strategic Transport Plan, the Local Transport Plan for Kent 2016-2031, as adopted in 2016. This Transport Plan explains how the County Council will work towards its transport vision over a five-year period using the funding that it receives from Government. KCC also prepared a 20-year transport delivery plan, Growth Without Gridlock, which focuses on the key strategic transport improvement areas required in Kent, including the Thames Gateway. This aims to relieve the pressure on the Channel Corridor, cut congestion in West Kent along the A21, find a solution in East Kent for Operation Stack5 and provide an integrated public transport network. 3.2 The Kent Freight Plan was adopted in 2012 and revised in 2016. It contains KCC's objectives to tackle key issues and find solutions to the following problems related to lorry movements in Kent: 4 National Planning Policy Framework 2018, Part 9 Promoting sustainable transportation Para. 102 page 30 5Operation Stack is the name given to the process used to stack lorries on the M20 when cross channel services from the Port of Dover or through the Channel Tunnel are disrupted. Collated Transport Assessments of the Mineral Sites, April 2019 Page 5 of 35
• Overnight lorry parking; • Operation Stack; and, • managing the routing of Heavy Goods Vehicles (HGV) to ensure that they remain on the Strategic Road Network (SRN) for as much of their journey as possible reducing impacts of freight traffic on communities and the environment while encouraging sustainable distribution Figure 1 Transport Links 4.0 Methodology 4.0.1 Mineral sites were identified as suitable ‘in principle’ following a comprehensive site evaluation process that is set out in the ‘Site Identification and Methodology’ document. Identification of these sites considered a number of impacts including those resulting from vehicle transport to and from the site. The process of site assessment involved two stages: 1. Initial Screening 2. Detailed Technical Assessment 4.1 Initial Screening 4.1.1 The initial screening exercise involved an assessment of whether sites were likely to cause unacceptable impacts and so should be screened out from the further consideration and whether further information was required. This initial screening utilised a refined ‘traffic light’ system based on a Red, Red-Amber, Amber, Amber-Green and Green (or RAG) scoring methodology. The RAG process was primarily a desk-based Collated Transport Assessments of the Mineral Sites, April 2019 Page 6 of 35
procedure, supported by site visits, and, in terms of transport impacts, assessed sites as being within the following categories depending on their anticipated level of impact. RAG Sensitivity Score Transport (Including The site could have a The site could have a The site could have a The site could have a The site will not give GIS data Access) severe unacceptable major adverse impact moderate adverse minor adverse impact rise to any adverse adverse impact on on transport and impact on transport and on transport and impacts upon transport Officer assessment Key considerations: transport and access in access in the access in the absence access in the and access to Primary the absence of high absence of high level of medium level absence of low level and Secondary Route Promoter of site Proximity to Kent's Trunk level mitigation. mitigation. mitigation. mitigation. Network. Roads, Primary Route Network and Secondary There are severe issues There are major issues There are moderate There are minor issues Route Network will be with access to the with access to the issues with access to with access to the assessed, including the Primary Route Network Primary Route Network the Primary Route Primary Route Network presence of width, height and Secondary Route and Secondary Route Network and and Secondary Route and weight restrictions Network. Network. Secondary Route Network. along these routes Network. Mitigation is not The identified impacts The identified impacts practical. could be mitigated in The identified impacts could l i k el y be principle but this might could be mitigated mitigated not be deliverable. through planning through planning obligations. obligations. Services and Utilities The site contains The site contains The site contains The site is near to There are no services Officer services or utilities services or utilities services or utilities that services or utilities and or utilities near to, or 4.1.2 The promoted mineral sites were submitted for consideration and were RAG scored. Key considerations: which could be severely which could require would require any minor adverse assessment Utility within the site. impacted on and no major mitigation consideration impacts may require This initial Sites need sustainable screening included mitigation those sites that were not in alignment through rerouting, and/ with requirements through re-routing or providers low-level mitigation. access tofor minerals set out in the adopted Kent Minerals and Waste Local Plan (2013-30). The utilities. measures can be used. or the location of other medium levels of cables/pipes hampers mitigation Promoter of site Equally, sites they should assessed not were as follows: the ability to interfere with any utilities maximise capacity yield which pass underneath. from the site. Brickearth (not in alignment with adopted KMWLP as further brickearth reserves Mitigation measures will be considered in terms of not required over the adopted plan period) cost and benefits. Utilities include water, • M1: Paradise Farm, Sittingbourne gas, electricity and telecommunications, as well as railways, HS1 Chalk (not in alignment with adopted KMWLP as further chalk reserves not and Crossrail assets. required over the adopted plan period) • MW4: Hegdale Quarry (extension) Challock 173 London Clay (not in alignment with adopted KMWLP as further clay reserves not required over the adopted plan period) • MW3: Norwood Quarry, Isle of Sheppey Sub-Alluvial Terrace Sharp Sands and Gravel • M7: Land at Central Road, Dartford • M9: The Postern, Tonbridge • M10: Moat Farm, Five Oak Green, (Tonbridge) • M11: Joyce Green Farm Quarry Extension, Dartford • M12: Postern Meadows, Tonbridge • M13: Stonecastle Farm, Hadlow/Whested Storm Beach Sands and Gravel • M2: Lydd Quarry Extension and Allens Bank, Lydd Soft Sands-Folkestone Beds • M3: Chapel Farm (East and West), Lenham Collated Transport Assessments of the Mineral Sites, April 2019 Page 7 of 35
• M5: Wrotham Quarry Extension, Wrotham/Sevenoaks • M6: Mount Castle Farm, Lenham • M8: West Malling Sandpit, Ryarsh • M14: Double Quick Farm, Lenham Heath Sands and Gravels-Lambeth Group (not in alignment with adopted KMWLP as not recognised as an economic aggregate yielding deposit) • MW5: Wey Street, Faversham • MW6: Collarmakers Quarry, Ash 4.2 Detailed Technical Assessment 4.2.1 Having screened out those mineral sites for which the adopted Kent Minerals and Waste Local Plan 2013-30 had not identified a specific requirement and/or those sites that had not passed the initial RAG screening stage, detailed technical assessment of the remaining ‘Option’ sites was undertaken. It should be noted that the sites ruled out at the initial screening stage were for reasons/impacts other than those relating to transportation. 4.2.2 The Option sites considered at the Detailed Technical Assessment stage were as follows: Soft Sands-Folkestone Formation • M3: Chapel Farm, Lenham • M8: West Malling Sandpit, Ryarsh Storm Beach Sands and Gravel • M2: Lydd Quarry/Allen’s Bank Extension, Lydd Terrace and Sub-Alluvial Terrace Sharp Sands and Gravel • M7: Land at Central Road, Dartford • M9: The Postern, Capel - Sharp Sand and Gravels • M10: Moat Farm, Five Oak Green, Capel • M11: Joyce Green Farm Quarry Extension, Dartford • M12: Postern Meadows, Tonbridge • M13: Stonecastle Farm Quarry Extensions, Hadlow/Whested 4.2.3 The assessment involved requests for further information from site promoters regarding the transportation associated with development at the site. This information included: - Likely HGV vehicle movements per day - Likely movements of other vehicles per day - Times of day when vehicle movements would occur - An understanding of the routes taken - Any measures proposed to mitigate transport impacts - Anticipated growth from non-mineral development in the general locality 4.2.4 The County Council’s Highways teams assessed the transport impact of the Option sites in terms of: Collated Transport Assessments of the Mineral Sites, April 2019 Page 8 of 35
• Acceptability of access arrangements. This included assessment of the accesses that were in place for sites that were extensions to established mineral sites. This included assessing impacts in relation to established highway safety criteria for operational mineral sites using the public highway, where new access points have to be formed and details had been supplied by the site promotor, the highway visibility and vehicular turning radii geometries were assessed for acceptability. • The capacity of the immediate highway network capacity to accommodate the estimated HGV movements. This took into account the anticipated growth in the location from non-mineral development identified in any relevant local or neighbourhood plan. 5.0 Results and conclusions 5.0.1 Initial Screening The results of the initial screening of all sites are included in the Mineral Sites Plan, Mineral Site Selection-Initial Assessment document, amended January 2018. The RAG scoring results of the sites are included in Appendix 1 of this document (see document KCC/SP28 http://mylimehouse.kent.gov.uk/portal/second_call_for_sites_2016/document_library). 5.1 Site: M3 Chapel Farm (West) - Folkestone Beds Soft Sand 5.1.1 Detailed Technical Assessment The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day = 3.20mt of reserves extracted at a rate of 150,000 tonnes per annum gives a 21-year life. Assuming 260 working days per year and 20 tonnes (8 wheeler) HGV payload gives 7,500 loads per year (15,000 movements) or 58 HGV movements per working day. • Times of day when vehicle movements would occur = not specified by the site promotor, normal working hours assumed (typically Mon-Fri 7.00am-17.30pm, Sat 7.00 -12.00pm). • Routes taken to access the site: the site would be approached by the A20 to the north and a dedicated new access point would be developed to enable safe access and egress from the site onto the A20. The route to the site would be via an established agricultural track (via a rail crossing bridge) to the site. • Any measures proposed to mitigate transport impacts: dedicated new access to meet current highway standards. Collated Transport Assessments of the Mineral Sites, April 2019 Page 9 of 35
Figure 2 Location Map Chapel Farm (West) showing access point onto A20 to the north (Ashford Road) 5.1.2 The proposed access is shown in the site location plan above (Figure 2); it spans north from the proposed working area, across a railway line, and meets the A20 Ashford Road. The A20 is part of the primary route network which is designed to accommodate HGV movements. It is considered that the level of additional vehicle movements (estimated at some 58 movements per working day averaged out over a 260-day working year) is very low such that the A20 would be able to accommodate the additional traffic without adverse impacts. A new access onto the A20 would require careful design with appropriate visibility splays. Indicative scaled drawings of the visibility splays and turning radii of a new access at onto A20 have been considered as acceptable in principle. A new access directly onto the A20 (see Figures 3 and 4) will negate any need for access to the site via rural roads in the area. Collated Transport Assessments of the Mineral Sites, April 2019 Page 10 of 35
Figure 3 Chapel Farm access point onto A20 Ashford Road (not to scale: Cannon Consulting Engineers © 2018) Figure 4 Chapel Farm area of promoted access point onto A20 Ashford Road (Imagery © Digital Globe, Getmappling Plc) Collated Transport Assessments of the Mineral Sites, April 2019 Page 11 of 35
5.1.3 In the initial site submission, the access track was proposed to line the edge of the land in the control of the landowner. This was deemed to be unacceptable as it did not allow sufficient room for visibility splays to be maintained. The proposed access has been moved westward so that the visibility splays can be accommodated by land in the control of the landowner. Hence the pronounced ‘dog leg’ to the access track to the A20 (see Figure 2). Figure 5 shows the approximate location on the A20 of the access point looking east. Figure 5 Chapel Farm area of promoted access point onto A20 Ashford Road looking east (Imagery © Digital Globe, Getmappling Plc) 5.1.4 In terms of cumulative impacts on the highway network with other planned development in the area (For example, the village of Lenham and nearby Harrietsham are proposed to be expanded within Maidstone Borough Council’s Local Plan (adopted October 2017)), it is considered that the development would not result in the addition of significant vehicle numbers to the highway network. Further information regarding forecasts and impact on the road network would be required and assessed as part of a transport assessment in support of a planning application. Although invited, no specific concerns have been raised by Highways England on this site. Utilisation of the railway is not considered practical by the site promoter at this time. However, this may be potentially considered further at the detailed planning application stage. 5.1.5 Conclusion 5.1.6 It is considered that the site can be operated in a way which would not cause an unacceptable adverse impact on the highway network subject to the following matters being addressed at any implementation stage: • A detailed Transport Assessment to demonstrate compliance with KMWLP Policy DM 13 to accompany any planning application. Collated Transport Assessments of the Mineral Sites, April 2019 Page 12 of 35
• The Transport Assessment should consider ability to access the site via rail, impacts on the A20 and the Maidstone AQMA and show how any potential adverse impacts on this AQMA will be mitigated. 5.2 M8: West Malling Sandpit, Ryarsh- Folkestone Beds Soft Sand 5.2.1 Detailed Technical Assessment 5.2.2 The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day (as stated by promoter) = 3.10mt of reserves extracted (and 0.5mt of silica sand) at a rate of 150,000 tonnes per annum gives a 24-year life with 70 HGV movements per working day for both extraction and waste inputs (restoration). • Times of day when vehicle movements would occur = not specified by the site promotor, normal working hours assumed (typically Mon-Fri 7.00am-17.30pm, Sat 7.00 -12.00pm). • Routes taken to access the site: the site would be approached by the London Road A20 to the south and then via Roughetts Road to an access point on the site’s eastern boundary. • Any measures proposed to mitigate transport impacts: dedicated new access in Roughetts Road to meet current highway standards (no technical details submitted). Collated Transport Assessments of the Mineral Sites, April 2019 Page 13 of 35
Figure 6 Site Location Plan West Malling Sandpit access via dedicated new access point of Roughetts Road 5.2.3 The promoted site is shown in Figure 6. The promoter submitted a highways and transport assessment which considered whether Roughetts Road, to the east of the site, would have sufficient capacity as a road link onto the a20. This assessment suggested that the road has capacity for 1,020 two-way vehicles per hour, and it is currently operating at well below this (210 vehicles). Furthermore, London Road (A20) (which would connect the site to the Strategic Route Network (SRN)) is also operating at well below its threshold. It was therefore concluded that both roads (see Figure 7) have sufficient capacity to accommodate the forecasted increase in vehicle movements. This methodology factored in the anticipated background local non-minerals development growth rates to 2030. Collated Transport Assessments of the Mineral Sites, April 2019 Page 14 of 35
Figure 7 Roughetts Road and London Road (A20) (Imagery © Digital Globe, Getmappling Plc) 5.2.4 The concern that the junction of Roughetts Road and the London Road (see Figure 8) does not have capacity to accommodate regular HGV movements is also addressed which concludes that the junction is currently operating below the recognised threshold at both AM and PM hours and so it is considered that the junction could accommodate the anticipated quarry traffic. Collated Transport Assessments of the Mineral Sites, April 2019 Page 15 of 35
Figure 8 London Road (A20) with junction onto Roughetts Road (looking west) (Imagery © Digital Globe, Getmappling Plc) 5.2.5 Whilst recognising that Roughetts Road has previously been used by HGVs to access the former Ryarsh Brickworks site (now a housing development off Quarry Road) and the former Workhouse Quarry (off Workhouse Road), the Local Highway Authority had concerns that the promoter’s highways and transport assessment was deficient in a number of minor aspects. Ultimately however, the Local Highway Authority consider that it is possible to operate the site in a manner that would not result in unacceptable impacts on the road network. This is subject to any application fully addressing the following matters: • The need for any localised road widening on Roughetts Road to accommodate turning movements to and from a dedicated site access. • The need for regular road condition surveys to be carried out during the operation period with maintenance provided where required. 5.2.6 If an acceptable proposal were to come forward for mineral development in this location an appropriate condition(s) would be imposed relating to HGV or other vehicle routing and this would include a prohibition of HGVs (or other vehicles if deemed necessary) from turning left out of the site entrance (to the north) or right into the site entrance (from the north). In this way all HGVs (or other vehicles if deemed necessary) would be required to travel to and from the A20 via that section of Roughetts Road to the south of the proposed site entrance (see figure 9). If HGVs travel the wrong way and enter or leave the site from / to the north, the operator could be served with a breach of condition notice. Such a requirement would avoid vehicles using unsuitable country roads to access the site from the north. Collated Transport Assessments of the Mineral Sites, April 2019 Page 16 of 35
Figure 9 Approximate are of proposed site access on the right of Roughetts Road (looking north) (Imagery © Digital Globe, Getmappling Plc) 5.2.7 Conclusion 5.2.8 It is considered that the site can be operated in a way which would not cause an unacceptable adverse impact on the highway network subject to the following matters being addressed at any implementation stage: • A detailed Transport Assessment to demonstrate compliance with KMWLP Policy DM13. • The Transport Assessment to assess the need for any localised road widening on Roughetts Road to accommodate turning movements to and from a dedicated site access. Together with regular road condition surveys to be carried out during the operational period with maintenance provided where required. 5.3 M2: Lydd Quarry/Allen’s Bank Extension, Lydd-Storm Beach Deposits 5.3.1 Detailed Technical Assessment 5.3.2 The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day (as stated by promoter) = 3.10mt of reserves extracted at a rate of 250,000 tonnes per annum gives a 12.5-year life with 96 HGV movements per working day for extraction of the deposit. Collated Transport Assessments of the Mineral Sites, April 2019 Page 17 of 35
• Times of day when vehicle movements would occur = promoter states working hours as Mon-Fri 7.00am-18.00pm, Sat 7.00 -13.00pm. • Routes taken to access the site: the site would be approached by Jury’s Gap Road to the west of Lydd, the established access point to the extant quarry working processing site (situated to north west of parcel 22 as indicated on Fig. 10). • Any measures proposed to mitigate transport impacts: Use of existing plant site and access is facilitated by the use of linking conveyor systems. Figure 10 Site Location Plan Lydd Quarry and Allens Bank access via established access Jury’s Gap Road Collated Transport Assessments of the Mineral Sites, April 2019 Page 18 of 35
Figure 11 Existing Lydd Quarry Access on to Jury Gap’s Road, Lydd (Imagery © Digital Globe, Getmappling Plc) 5.3.3 The promotor has confirmed that the existing processing plant site and access point onto Jury Gap’s Road would be used for the promoted extension area (see figures 11 and 12).The current planning permission for the existing Lydd Quarry works states that there should be no more than 250 HGV movements a day. The County Council as Local Highway Authority are of the view that continuation of this level of intensity over the period of the additional mineral extraction would not warrant an objection to the promoted site, given that it will generate no extra vehicle movements than the permitted quarry development. 5.3.4 This position is caveated by the County Highways Authority being satisfied that the existing minerals working (relating to the 2007 planning application) would be fully extracted first and the two implemented planning permissions would not operate at the same time. Moreover, any new planning permission for the proposed extension areas would require a condition to limit the site to 250 HGV movements a day (125 in / 125 out) in order to maintain the same level of intensity. 5.3.5 Road maintenance is a matter that the County Council has to respond to in its role as the County Highways Authority when it is determined that road surfaces and or design requires maintenance or change Collated Transport Assessments of the Mineral Sites, April 2019 Page 19 of 35
Figure 12 Existing Lydd Quarry Access on to Jury Gap’s Road, Lydd, looking east (Imagery © Digital Globe, Getmappling Plc) 5.3.6 Conclusion 5.3.7 It is considered that the site can be operated in a way which would not cause an unacceptable adverse impact on the highway network subject to the following matters being addressed at any implementation stage: • A detailed Transport Assessment to demonstrate compliance with KMWLP Policy DM 13 to accompany any planning application. • The Transport Assessment to assess the need for any localised road condition surveys to be carried out during the operational period to enable maintenance of the highway to be addressed where required. 5.4 M7: Land at Central Road, Dartford 5.4.1 Detailed Technical Assessment 5.4.2 The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day (as stated by promoter) = 0.8-0.9mt of reserves extracted at a rate of 90,000 tonnes per annum gives a 10-year life with an estimated 36 HGV movements per working day for extraction of the deposit. (assuming a 260 working day year and 20 tonnes pay load HGV being employed) Collated Transport Assessments of the Mineral Sites, April 2019 Page 20 of 35
• Times of day when vehicle movements would occur = not specified by the site promotor, normal working hours assumed (typically Mon-Fri 7.00am-17.30pm, Sat 7.00 -12.00pm). • Routes taken to access the site: the site would be approached via Bob Dunn Way (A206) in Dartford (that bounds the site to the north), the access point would have to be created off Central Road (that bounds the site on its eastern boundary), no details were specified by the promoter. • Any measures proposed to mitigate transport impacts: None specifically proposed. Figure 13 Site Location Plan Land at Central Road, Dartford 5.4.3 Locationally, the site would access a strategically important part of the national road network (M25/Junction 1a Dartford Crossing), which is particularly sensitive to congestion see Figures 13 and 14. Collated Transport Assessments of the Mineral Sites, April 2019 Page 21 of 35
Figure 14 Option sites Joyce Green and Central Road and A206 (Bob Dunn Way) and Junction 1a interchange with A282 approach to Dartford Crossing/M25 5.4.4 Kent County Council Highways, as local highway authority, objects to the proposed allocation. It advises that the local highway network in this location is extremely sensitive and any impact to the network and the air quality must be mitigated. Additional information was required before the Highway Authority could be satisfied in principle that the allocation is acceptable for mineral development, given the highway capacity and air quality sensitivities in Dartford and around Junction 1a. This includes: • A capacity assessment of the Bob Dunn Way/Joyce Green Lane/ Central Road roundabout that takes account of the committed development of the recently approved application: KCC/DA/0320/2017, Joyce Green Quarry, Joyce Green Lane, Dartford, Kent, DA1 5PN. • Further details of the access arrangement details to ensure a safe suitable point of access can be achieved, with appropriate visibility splays to be provided. Pedestrian and cycle access must also be considered when designing the access. 5.4.5 This information was not provided and, in its absence, the impact on local highway capacity could not be fully assessed. Furthermore, Highways England have advised that any mineral site allocations need to ensure that they do not impact the safe and efficient operation of the SRN, in this case the nearby M25 and in particular the interconnection at Junction 1a with the A282 Dartford Crossing and M25 approach road (see Figure 14). It is noted that Central Road is located approximately some 2km from this junction and Collated Transport Assessments of the Mineral Sites, April 2019 Page 22 of 35
that access to the site would be obtained from Central Road, which adjoins directly to the A206 Bob Dunn Way and then onto junction 1a. This area is particularly sensitive for traffic congestion issues which have a negative impact on air quality. As such, several areas around Dartford have been designated as AQMA’s, including Dartford Town Centre which is to the south of the site, and within the London Borough of Bexley to the west. 5.5.6 Conclusion 5.5.7 In light of the highway objection, the County Council considers that even modest traffic increase will have potentially significant adverse impacts on traffic. In particular, these relate to highway impacts on Bob Dunn Way (A206) and the A282 (Dartford Crossing and M25 approach road) Junction 1a conditions and air quality, particularly when viewed cumulatively with other planned development in the Dartford Local Plan. 5.6 M11: Joyce Green Farm Quarry Extension, Dartford - Sharp Sand and Gravel 5.6.1 Detailed Technical Assessment 5.6.2 The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day (as stated by promoter) = 2.0mt of reserves extracted at a rate of 150,000 tonnes per annum gives a 10-13-year life with an estimated 60 HGV movements per working day for extraction of the deposit (plus 12 car/van vehicular movements per day) with restoration material inputs the daily HGV movements increase to an overall 116-174 two-way movements per day. • Times of day when vehicle movements would occur = working hours as Mon-Fri 7.00am-18.00pm, Sat 7.00 -13.00pm (specified by promoter). • Routes taken to access the site: the site would be approached via Bob Dunn Way (A206) in Dartford and roundabout with Joyce Green lane, access to the site would be via the established quarry site access point in Joyce Green Lane. • Any measures proposed to mitigate transport impacts: the promotor states that an estimated 75% of the quarry’s output would serve the London market to the west, avoiding the issue of increased congestion at Junction 1a. Collated Transport Assessments of the Mineral Sites, April 2019 Page 23 of 35
Figure 15 Site Location Plan Land at Joyce Green, Dartford 5.6.7 The Local Highway Authority (Kent County Council) has considered the site (see Figure 15) in relation to the capacity of the local roads to accommodate further HGV movements without adverse and unacceptable impact on the local highway network (with particular regard to Bob Dunn Way (A206) and its junction 1A (interchange onto the A282 Dartford Crossing approach see Figure 14). The excavation and restoration activity are anticipated to be in the order of 116-174 two-way HGV movements per day for the mineral extraction as well as for the revised restoration proposal, which involves the importation of restoration materials for habitat recreation purposes. 5.6.8 The transportation assessment work concluded that the site would result in unacceptable highway impacts in the immediate locality and in particular at junction 1a (the interchange with A206/A282 M25 and Dartford Crossing approach see Figure 14) with the close Collated Transport Assessments of the Mineral Sites, April 2019 Page 24 of 35
proximity of the SRN (M25). The Local Highway Authority has stated: “The potential of the site to exacerbate traffic congestion around the M25/A282 junction 1A is of concern to the County Council. This location is one of the most strategically important yet least resilient parts of the national road network. It is considered by the County Council that even modest traffic increase will have potentially sizeable impacts on traffic conditions, particularly when viewed cumulatively with the other planned development as identified by the Dartford Local Plan for the area. It is the case that the Dartford crossing has been either partially or completely closed, for an average of 300 times per year (for 30 minutes or more). This can cause between 3 to 5 hours for roads to clear following a closure. This can cause blocking back on the northbound approach to the river crossing directly affecting the operation of Junction 1a. Vehicles waiting to travel northbound on the M25/A282 typically queue beyond the end of the slip road and through the western roundabout of Junction 1a. Traffic congestion on the local road network is often a direct consequence of traffic seeking alternative routes to avoid incidents and queuing on the M25/A282 mainline.” 5.6.9 On this basis, the Local Highway Authority raises objection to the promoted site. This conclusion has been reached with knowledge of the promoter’s efforts to demonstrate that the proposals would result in an increase of just 6 HGV trips (12 movements) above current levels in the peak periods. Together with the site’s main market being substantively westwards, towards Greater London, and away from junction 1A on the A206/A282 interchange. 5.6.10 Highway England shares the concern about the resilience of the strategic network in this location and considers that the site would have an impact on M25 Junction 1a, an already congested junction. Any proposal that substantively increased HGV movements associated with the transportation of inert restoration materials is unlikely to be acceptable. Further detailed transport evidence would be required, setting out the transport implications of the mineral development, and demonstrating that the vehicle movements associated with the extension of the site will not materially affect the safety, reliability and/or operation of the SRN. 5.6.11 It is noted that the promoter prepared additional details of the potential traffic impact of the site being worked and restored, however Highways England did not provide any further comment. The promoter had examined the potential use of the River Thames and River Darent for the import and export of material. Lack of commercial navigation of the lower River Darent and the existence of substantial river defences along the River Thames makes any such proposal impracticable. 5.6.12 Conclusion 5.6.13 In light of the highway authority objection, and the concern expressed by Highway England with the proposals that have the potential to impact the safe and efficient operation of the SRN in this case the M25 (and in particular Junction 1a), the County Council considers that even modest traffic increase will have potentially significant adverse impacts on traffic. These relate to highway impacts on Bob Dunn Way (A206) Collated Transport Assessments of the Mineral Sites, April 2019 Page 25 of 35
and the A282 (Dartford Crossing and M25 approach road) Junction 1a conditions and air quality, particularly when viewed cumulatively with other planned development in the Dartford Local Plan. 5.7 M9 The Postern, Capel - Sharp Sand and Gravels 5.7.1 Detailed Technical Assessment 5.7.2 The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day = as calculated given the estimated resource of 600,000 tonnes extracted over 5 years giving an estimated 46 HGV movements per working day for extraction of the deposit, assuming a 260 working day year and 20 tonnes pay load HGV vehicles being employed. • Times of day when vehicle movements would occur = not specified by the site promotor, normal working hours assumed (typically Mon-Fri 7.00am-17.30pm, Sat 7.00 -12.00pm). • Routes taken to access the site: The site can be approached via Postern Lane though this is unsuitable for HGVs; access via an established (disused quarry access) on the A26 Hadlow Road (Primary Route Network) 1km to the north was considered but not secured. • Any measures proposed to mitigate transport impacts: None specifically proposed. 5.7.3 Conclusion 5.7.4 Site withdrawn by Promoter from further assessment due to being unable to demonstrate an acceptable access. 5.8 M10: Moat Farm, Five Oak Green, Capel 5.8.1 Detailed Technical Assessment 5.8.2 The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day = as calculated given the estimated resource of 1.5 million tonnes extracted over 15 years giving an estimated extraction rate of 100,000 tonnes per annum, giving 38 HGV movements per working day for extraction of the deposit, assuming a 260 working day year and 20 tonnes pay load HGV vehicles being employed. • Times of day when vehicle movements would occur = not specified by the site promotor, normal working hours assumed (typically Mon-Fri 7.00am-17.30pm, Sat 7.00 -12.00pm). • Routes taken to access the site: the site would use the adjoining established Stonecastle Farm Quarry processing site and access to the Whetsted Road/Maidstone Road A228 highway. Collated Transport Assessments of the Mineral Sites, April 2019 Page 26 of 35
• Any measures proposed to mitigate transport impacts: The promotor of the site states that the site would not work concurrently with Stonecastle Farm to the north, but sequentially to avoid increasing the HGV movements on local roads. Figure 16 Moat Farm, Five Oak Green, Capel 5.8.2 Provided any extraction at Moat Farm (see Figure 16) (where use of the adjoining Stonecastle Farm Quarry processing site and access to the Whetsted Road will be required, see Figures 17 and Figure 18) is not concurrent with extraction of any reserves at Stonecastle Farm; and this does not exceed the current level of permitted extraction as permitted for the existing planning permission at the Stonecastle Farm site, the highway impacts associated with the site would be acceptable. Collated Transport Assessments of the Mineral Sites, April 2019 Page 27 of 35
Figure 17 Stonecastle Farm Quarry processing site and access to the Whetsted Road(Imagery © Digital Globe, Getmappling Plc) Figure 18 Stonecastle Farm Quarry access to the Whetsted Road (Imagery © Digital Globe, Getmappling Plc) Conclusion 5.8.3 The County Council’s assessment of the potential impacts on highways and transportation concluded the development of the site, as promoted, would be acceptable in highway terms. 5.9 M12: Postern Meadows, Tonbridge 5.9.1 Detailed Technical Assessment 5.9.2 The following baseline parameters were considered for this Option site: Collated Transport Assessments of the Mineral Sites, April 2019 Page 28 of 35
• Likely HGV vehicle movements per day = as given by the promoter the estimated resource of 230,000 tonnes extracted over 3 years giving an estimated extraction rate of 76,000 tonnes per annum, giving 30 HGV movements and 6 car/light van vehicles per working • Times of day when vehicle movements would occur = working hours as Mon-Fri 7.00am-18.00pm (no Saturday working specified by promoter). • Routes taken to access the site: the site access would use of the adjoining industrial estate access onto the A26, though HGV traffic would have to cross Postern Lane to reach the industrial estate. • Any measures proposed to mitigate transport impacts: None specifically proposed. Figure 19 Postern Meadows, Tonbridge 5.9.3 Access to the site (see Figure 19) would cross Postern Lane, before being sought through “Postern Industrial Estate” and meeting the A26. The site is on the outskirts of Tonbridge town, so traffic levels are already considered high in the area. The junction with Vale Road is a simple priority junction and scope for improvements is limited due to the river bridge immediately to the north of the site access. Vale Road and the adjoining highway network is already congested at peak times and therefore any significant intensification would need to be avoided. Collated Transport Assessments of the Mineral Sites, April 2019 Page 29 of 35
5.9.4 There is concern over the capacity of the local highway network, and the suitability of HGVs crossing Postern Lane on a regular basis, as it constitutes a country road which is unsuitable for quarry traffic. Any alternative access would require travelling further along Postern Road, which would not be appropriate. 5.9.5 No information has been submitted to assess the impact of the site on the highway network or demonstrate the suitability of such an access. 5.9.6 Conclusion The County Council’s assessment of the potential impacts on highways and transportation concluded the development of the site, as promoted, would be acceptable in highway terms. 5.10 M13: Stonecastle Farm Quarry Extensions, Hadlow/Whested 5.10.1 Detailed Technical Assessment 5.10.2 The following baseline parameters were considered for this Option site: • Likely HGV vehicle movements per day = the estimated resource of 1.0 million tonnes extracted over 7 years giving an estimated extraction rate of 142,860 tonnes per annum, giving 55 HGV movements (based on 20 tonne pay load HGV use and a 260 day working year) and 10 car/light van vehicles per working day • Times of day when vehicle movements would occur = working hours given as Mon-Fri 7.00am-18.00pm, 07.00am-13.00 Saturday. • Routes taken to access the site: the site, as an extension, would use of the established Stonecastle Farm Quarry site access to the Whetsted Road/Maidstone Road A228 highway. • Any measures proposed to mitigate transport impacts: The promotor of the site states that the site would not work concurrently with Moat Farm to the south, but sequentially to avoid increasing the HGV movements on local roads. Collated Transport Assessments of the Mineral Sites, April 2019 Page 30 of 35
Figure 20 Stonecastle Farm (extension), Tonbridge 5.10.3 The promoter of the site (see Figure 20) submitted a Transport Assessment which stated that the site would be served by the existing access to the established Stonecastle Farm Quarry on Whetsted Road (see Figures 21 and 22), and all traffic would turn left out of the site in accordance with the existing permission. The transport assessment states that the quantum of HGV traffic is not proposed to change, and neither is the level of employment on site. The report concluded that there would be no reason to exclude the site on highway safety grounds, and that the existing access remains suitable subject to minor repairs. Collated Transport Assessments of the Mineral Sites, April 2019 Page 31 of 35
Figure 21 Stonecastle Farm Quarry (extension) and access onto A2287 Whetsted Road Figure 22 Established Access of Stonecastle Farm Quarry (Imagery © Digital Globe, Getmappling Plc) Collated Transport Assessments of the Mineral Sites, April 2019 Page 32 of 35
5.10.4 Planning permission for mineral extraction at Stonecastle Farm was most recently granted in 2017, where it was found that impacts on the highway were acceptable. Mitigation measures are already employed such as the prohibition of vehicles turning right on exiting the site to prevent them driving through surrounding villages and it is anticipated that these measures would remain in place for the future development to be acceptable. 5.10.5 The Council’s Highways Officer considered that provided proposed extensions (that constitute the promoted site) do not result in an increase of number of vehicle trips per day (meaning that the site would not be worked concurrently to the existing permitted site) then the proposal would likely be acceptable. It is anticipated that the same conditions and restrictions would need to be imposed on the allocation as for the existing site. If this is the case, then the proposed allocation would not trigger the need for further mitigation. 5.10.6 Conclusion 5.10.7 The County Council’s assessment of the potential impacts on highways and transportation concluded the development of the site, as promoted, would be acceptable in highway terms. 6.0 Summary 6.1 This report sets out the results of the Detailed Technical Assessment of the potential transport impacts of the nine Option sites deemed to be reasonable alternatives. This followed the initial RAG screening of all the sites submitted by promoters following the 2017 ‘Call for Sites’ exercise. This report should be read alongside the Minerals Local Plan Mineral Site Assessment 2018 (see document KCC/SP41) in the online Documents library6 that addresses other material planning considerations pertaining to the Option sites and the conclusions that support the allocation of Chapel Farm (West), Moat Farm and Stonecastle Farm in the Draft Mineral Sites Plan 2019-30. 6 http://consult.kent.gov.uk/portal/mwcs/mwlp-eip/eip-library/ Collated Transport Assessments of the Mineral Sites, April 2019 Page 33 of 35
Appendix 1: Results of the initial RAG scoring of all promoted sites that align with the Kent Minerals and Waste Local Plan 2013-30 with regard to transport impacts Sub-Alluvial River Terrace and Deposits • M7: Land at Central Road, Dartford • M9: The Postern, Tonbridge • M10: Moat Farm, Five Oak Green, (Tonbridge) • M11: Joyce Green Farm Quarry Extension, Dartford • M12: Postern Meadows, Tonbridge • M13: Stonecastle Farm, Hadlow/Whested Collated Transport Assessments of the Mineral Sites, April 2019 Page 34 of 35
Storm beach gravel • M2: Lydd Quarry Extension and Allens Bank, Lydd Silica Sand/Construction Sand-Sandstone: Folkestone Formation • M3: Chapel Farm (East and West), Lenham • M5: Wrotham Quarry Extension, Wrotham/Sevenoaks • M8: West Malling Sandpit, Ryarsh • M14: Double Quick Farm, Lenham Heath Collated Transport Assessments of the Mineral Sites, April 2019 Page 35 of 35
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