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 - Kent County Council
Kent Mineral Sites Plan 2019-30
Collated Transport Assessment of Mineral
Option Sites

April 2019

Collated Transport Assessments of the Mineral Sites, April 2019
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Kent Mineral Sites Plan 2019-30 - Collated Transport Assessment of Mineral Option Sites - Kent County Council
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

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Kent Mineral Sites Plan 2019-30 - Collated Transport Assessment of Mineral Option Sites - Kent County Council
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/

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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

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Kent Mineral Sites Plan 2019-30 - Collated Transport Assessment of Mineral Option Sites - Kent County Council
“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.

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Kent Mineral Sites Plan 2019-30 - Collated Transport Assessment of Mineral Option Sites - Kent County Council
•   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

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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

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Kent Mineral Sites Plan 2019-30 - Collated Transport Assessment of Mineral Option Sites - Kent County Council
•   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:

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Kent Mineral Sites Plan 2019-30 - Collated Transport Assessment of Mineral Option Sites - Kent County Council
•   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.

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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.

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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)

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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.

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•   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).

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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.

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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.

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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.

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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.

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•   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

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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

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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)

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•    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.

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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

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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.

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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

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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)

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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.

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•   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.

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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:

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•   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.

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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.

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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.

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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)

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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

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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

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