Skip to content
Accessibility
Peterborough Council Consultation Home
Contact Us Help (This link opens a new window)
Terms and Conditions (This link opens a new window)

Consultation Portal

Click on a section to view contentHelp

7 Minerals Site Profiles

  • Add Comments for 7 Minerals Site Profiles
  • View Comments (0) for 7 Minerals Site Profiles

Legend

7.1 Sand and Gravel Site Profiles

  • Add Comments for 7.1 Sand and Gravel Site Profiles
  • View Comments (0) for 7.1 Sand and Gravel Site Profiles
Sand and Gravel Allocations
7.1

The extent of the sand and gravel allocations is shown on the maps that follow.

Ref Site Name

Production Zone

Inset Map No
SSP M1A Cottenham

Central / Southern

1
SSP M1B Needingworth

Central / Southern

2
SSP M1C Wimblington

Central / Southern

3
SSP M1D Kings Delph, Whittlesey

Northern

4
SSP M1E Maxey

Northern

5
SSP M1F Pode Hole and Eye / Thorney

Northern

6

Site Profiles and maps for all of the above sites follow.


7.1.1 M1A - Cottenham (M9E)

  • Add Comments for 7.1.1 M1A - Cottenham (M9E)
  • View Comments (0) for 7.1.1 M1A - Cottenham (M9E)
Map 1 M1A Cottenham (M9E)
This is a map of M1A Cottenham Site
Map 1 M1A Cottenham (M9E) (Popup full image) 




Summary
Table 11
Table 11
Site Name Cottenham
Description of Proposed Use Mineral Extraction: Sand and Gravel
Estimated Reserve Approximately 4.1 million tonnes
Area 114.3 (ha)
Approximate Timescale Extraction expected to commence around 2014 and last beyond the remainder of the plan period
District South Cambridgeshire
Parish Cottenham
Grid Ref TL 481 701

Site Characteristics

  • High grade agricultural land (Grade 2)
  • Constraints of floodrisk, groundwater protection, impact upon the Great Ouse River Corridor and other wildlife habitats and archaeology
  • Sensitive receptors close to the site i.e. adjacent residents
Implementation Issues
7.2

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

The following will need to be addressed within a planning application:

  • Site will be worked through existing sand and gravel quarry at Cottenham / Landbeach
  • Access will be via A10 only via private haul road or conveyor
  • Noise and dust will require mitigation
  • Potential for overall restoration scheme to contribute to agricultural restoration following infilling in the southern sector of the site. The northern area has potential for biodiversity afteruse enhancing the Great Ouse River Corridor with public access
  • Potential for public access to restored land
  • Landscape mitigation will be required
  • Archaeology will require mitigation
  • Stand offs required for residential properties and B1049
  • Assessment of the impact of the development upon water voles and their habitat, and that mitigation measures will need to be agreed with Natural England
  • Transport Assessment required
  • Flood Risk assessment required to demonstrate that there would be no increase risk of flooding arising from the development
  • Sensitive receptors will need to be taken into account, and appropriate buffers provided for nearby farms
  • The design of restoration proposals to take account of the setting of Scheduled Ancient Monuments and possible birdstrike issues
  • Sustainable use of soils will be required
  • Need to consider any isolated extraction pits which have been highlight for further investigation under part 2a of Contaminated Land Regulations by South Cambridgeshire District Council

Map 2 M1B Needingworth (M9O)
Needingworth map
Map 2 M1B Needingworth (M9O) (Popup full image) 

7.1.2 M1B - Needingworth (M9O)

  • Add Comments for 7.1.2 M1B - Needingworth (M9O)
  • View Comments (0) for 7.1.2 M1B - Needingworth (M9O)
Summary
Site Name Needingworth
Description of Proposed Use Mineral Extraction: Sand and Gravel
Estimated Reserve Approximately 3 million tonnes
Area 240.5 (ha)
Approximate Timescale Extraction expected to commence in 2010 and last for approximately 3 years.
District South Cambridgeshire
Parish Over and Willingham
Grid Ref TL 396 718

Site Characteristics

  • An extension to existing quarry to avoid potential sterilisation of reserves.
  • Restoration could contribute to Biodiversity Action Plan wetland objectives by extending existing approved restoration scheme on neighbouring quarry
  • An archaeologically sensitive site
  • Proximate to outlying residential dwellings associated with Over and Willingham
Implementation Issues

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.5

The following will need to be addressed within a planning application:

  • Incorporate into phasing and existing restoration plans for the quarry
  • Noise and dust mitigation will be required
  • New landscaping will be required
  • No vehicular access to Over, Willingham Road for gravel lorries
  • Protect any future alignment for Willingham Bypass
  • Rights of Way matters including potential diversion and compensation for existing Rights of Way which may be adversely affected; potential for enhancement of public areas.
  • Stand offs required from outlying residential dwellings and mitigation addressing amenity issues
  • Drainage defences would need to be considered in any scheme of mitigation
  • A standoff to the B1049 may also be required
  • Assessment of the impact of the development upon water voles and their habitat, and that mitigation measures will need to be agreed with Natural England

7.1.3 M1C - Wimblington (M9AA)

  • Add Comments for 7.1.3 M1C - Wimblington (M9AA)
  • View Comments (0) for 7.1.3 M1C - Wimblington (M9AA)

Summary
Site Name Wimblington
Description of Proposed Use Mineral Extraction: Sand and Gravel
Estimated Reserve Approximately 0.5 million tonnes
Area 8.6 ha
Approximate Timescale Extraction expected to commence around 2016 and last for approximately 3 years
District Fenland
Parish Wimblington
Grid Ref TL 436 904

Site Characteristics

  • Within a wider area with permission for sand and gravel extraction which is currently dormant
  • Does not have processing plant, although partial extraction has already taken place
  • An extension to an existing sand and gravel quarry
  • Concern about the impact on a local highway junction
  • Archaeologically sensitive site.
Implementation Issues
7.6

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.7

The following will need to be addressed within a planning application:

  • Noise and Dust mitigation will be required
  • Overall masterplan for site restoration will be required with sustainable end uses
  • Ecological evaluation and mitigation will be required
  • Potential effects (including hydrological impacts) on nature conservation sites
  • Local highway / traffic issues
  • Has the potential to provide additional biodiversity or water storage following extraction which would contribute to the Middle Level Commissioners' water storage problem
  • Restoration proposals should complement and enhance the existing biodiversity interest of the site, it is considered that a nature conservation afteruse would be appropriate, with potential for amenity and public access
  • Proximity to the Scheduled Monument (south of Honey Farm) needs to be addressed
  • Archaeological assessment will be required
  • Access will be via Boots Farm track (existing access), and from here onto the A141

Map 4 M1D Kings Delph, Whittlesey (M5A; M9K)
Kings Delph Map
Map 4 M1D Kings Delph, Whittlesey (M5A; M9K) (Popup full image) 

7.1.4 M1D - Kings Delph, Whittlesey (M5A; M9K)

  • Add Comments for 7.1.4 M1D - Kings Delph, Whittlesey (M5A; M9K)
  • View Comments (0) for 7.1.4 M1D - Kings Delph, Whittlesey (M5A; M9K)
Summary
Table 12
Table 12
Site Name Kings Delph Whittlesey
Description of Proposed Use Mineral Extraction: Sand and Gravel and Brickclay
Estimated Reserve : Approximately 4 million tonnes, sand and gravel; approximately 10 million tonnes, brickclay
Area 210 ha
Approximate Timescale see below
District Fenland and Peterborough
Parish Whittlesey
Locational Details East of Peterborough situated between the A605 and King’s Dyke drain
Grid Ref TL 236 960

Site Characteristics

  • Straddles the Cambridgeshire and Peterborough boundary
  • Lies to the south of the A605, south west of Whittlesey
  • Located close to Kings Dyke and Saxon brickworks at Whittlesey
  • High grade agricultural land (predominantly Grade 2)
  • The Nene Washes (SSSI, Ramsar site, SPA and a cSAC) are situated to the north

Timescale:

7.8

Extraction expected to commence following the completion of extraction at Must Farm. There are potentially sufficient reserves within Must Farm to supply brick clay at a rate of 500,000 cu.m. per annum to the Kings Dyke and Saxon brickworks for the next 20 years. If all the permitted reserves are worked at Must Farm, then Kings Delph will not need to be brought forward until after the end of the plan period (2026). In order to ensure continuity of clay supplies, extraction of sand and gravel would need to commence approximately two years before clay extraction i.e. around 2030. However, a rail freight transport opportunity has recently been identified in the Peterborough Core Strategy Preferred Options. Should this proposal be developed it has the potential to sterilise a significant proportion of the permitted mineral reserves at Must Farm. Although this transport proposal is at a very early stage and may not take place, the Mineral Planning Authorities consider it expedient to allocate Kings Delph to ensure adequate reserves are identified to maintain clay production to supply brickworks. It is possible Kings Delph might need to come forward as early as 2018.

Implementation Issues
7.9

It is anticipated that mineral extraction would progress to this site as available Must Farm reserves are exhausted.

7.10

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process. An Environmental Statement may be required to be submitted as part of a planning application.

7.11

The following matters will need to be addressed in a planning application:

  • Stand offs, screening and other appropriate mitigation will required especially for the northern boundary of the site so that residential amenity issues are addressed
  • Impact on Nene Washes is a key consideration
  • Site is located within areas of flood risk. A Flood Risk Assessment will be required.
  • Archaeological investigation and recording is required as site is likely to contain significant remains
  • Mitigation measures required for the Right of Way running through the site
  • Any restoration scheme should include biodiversity gains and public access should be maximised as part of a wider restoration / afteruse strategy for the brickworks complex
  • Minerals to be transported to the brickworks by conveyor to minimise impact on A605. No mineral traffic should be directed on to the B1040 or B1095
  • Hydrological assessment and mitigation measures required
  • Horsey Hill Civil War Fort (a Scheduled Monument) is within 500m west of the  site. This will need to be considered at planning application stage, a stand off being provided if appropriate
  • A survey of otters and water voles, any subsequent mitigation measures to be agreed with Natural England. Restoration proposals should aim to enhance otter and water vole habitat
  • The need to undertake an assessment of environmental impacts including the drainage ditches including any mitigation and / or compensation will be required
  • The potential of restoration proposals to provide sustainable flood alleviation and a water resource.
  • Kings Dyke is a maintained watercourse protected by its byelaws. This channel is also a navigable, and the number of crossings of the river must be kept to a minimum
  • A drainage strategy / flood risk assessment will be required
  • Extraction operations to be limited to normal daytime hours

7.1.5 M1E - Maxey (M9N)

  • Add Comments for 7.1.5 M1E - Maxey (M9N)
  • View Comments (0) for 7.1.5 M1E - Maxey (M9N)

Map 5 M1E - Maxey (M9N)
M1E -  Maxey (M9N)
Map 5 M1E - Maxey (M9N) (Popup full image) 

Summary
Site Name Maxey
Description of Proposed Use Mineral Extraction: Sand and Gravel
Estimated Reserve Approximately 5.2 million tonnes
Area 124.9 ha
Approximate Timescale Extraction expected to commence in 2012 and last for approximately 15 years
District Peterborough
Parish Maxey
Grid Ref TF 131 065

Site Characteristics

  • Land to south and east of existing quarry form logical extensions to Maxey Quarry
  • One site lies to the south of the existing quarry and the South Drain. The village of Etton lies to the east and Helpston village lies to the south west
  • One site is to the east of Etton Road and that part of the existing quarry that has already been worked and restored. The Maxey Cut forms the southern boundary and the A15 forms the eastern boundaryi
  • Both sites will be accessed off Maxey Road using the existing access
  • Current Use: Agricultural land in arable use (grade 2 and 3)
  • Eastern part of site within Flood Zone 3
  • Site is archaeologically rich
Implementation Issues

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.13

The following are particular issues that will need to be addressed within a planning application:

  • Stand offs and screening of the views of extraction and related operations to Etton village (historic and built environment), a nearby County Wildlife Site (Bainton Pits), the railway and outlying housing along Helpston Road by advance planting and the placement of temporary soil bunds
  • Archaeological investigation required as site contains a high density of remains of national and regional significance
  • The site boundary shown on the Map above is the maximum extent of the southern allocation. The area permitted for extraction may be less due to the extent and significance of archaeology at the site and the need to retain areas of known high archaeological quality. However, the boundary will enable screen planting to take place and allow for the placement of temporary bunding. 
  • The boundary of the proposed Maxey East extension takes account of significant archaeology at the site. Whilst the area of greatest significance has been excluded a site investigation will be required and this may result in others areas within the site being excluded if they are shown to be of high archaeological quality. 
  • Assessment required of potential impact on Bainton Pits
  • Hydrological assessment required as the site is situated close to two minor aquifers and in a source protection zone 2
  • That part of the quarry that lies to the east of Etton Road is within flood zone 3 and, therefore, a flood risk assessment will be required and any potential effects mitigated to ensure that if inert waste landfill is proposed as part of the reclamation proposals it can be accommodated.
  • The existing site entrance, off Maxey Road, and plant site must be used for the mineral extraction. Consideration will need to be given to the use of this access for the importation of inert waste to reclaim that part of the quarry east of Etton Road or whether it would be more appropriate to agree an alternative access point.
  • Traffic to continue to be directed from site entrance away from Maxey village towards A15
  • Use of conveyors where appropriate particularly to service the area to the east
  • The site will be restored for agriculture,  wildlife conservation and amenity
  • Reclamation options are constrained by proximity to RAF Wittering Safeguarding (bird strike) but opportunity should be taken to improve wildlife diversity of the site in any scheme.
  • The southern extension to the quarry should be phased from east to west to ensure that area nearest to Etton is worked and restored at the earliest opportunity.
  • There may be an opportunity for infilling to original ground levels using inert waste materials on the land to the east provided that acceptable access can be found to this area for the deposition of the waste materials and that it does not prevent the land being restored in a phased and timely manner.
  • The opportunity should be taken to undertake advance screening of both residential property and the A15 from the extraction operations in the eastern area
  • Measures are required to address any potential health and amenity issues for residents living in the vicinity of the quarry and on users of public rights of way
  • Reclamation of the site will be to agriculture with opportunity taken for additional tree planting, biodiversity enhancement and for improving public access. 
  • Reclamation should be to agriculture with opportunity taken for additional tree planting, biodiversity enhancement and improving public access


7.1.6 M1F - Pode Hole and Eye/Thorney (M9R)

  • Add Comments for 7.1.6 M1F - Pode Hole and Eye/Thorney (M9R)
  • View Comments (0) for 7.1.6 M1F - Pode Hole and Eye/Thorney (M9R)

Map 6 M1F Pode Hole and Eye/Thorney (M9R)
M1F Pode Hole and Eye/Thorney (M9R)
Map 6 M1F Pode Hole and Eye/Thorney (M9R) (Popup full image) 

Summary
Site Name Eye / Thorney and Pode Hole
Description of Proposed Use Mineral Extraction: Sand and Gravel
Estimated Reserve

(Bar Pasture West):

Approximately 5 million tonnes
Area 250.1 ha
Approximate Timescale To continue after existing quarry currently permitted to 2015
District Peterborough
Locational Details Land to the west of Willow Hall Lane and south of existing quarry
Grid Ref TF 255 025

Site Characteristics

  • Rural area with isolated dwellings
  • Situated midway between Eye and Thorney villages
  • High grade agricultural land (95% grade 3 and 5% grade 2)
  • Logical extensions to existing quarry
  • Can utilise existing site access and office. Also potential for concrete making plant to be retained
  • 26 dwellings within 400m of site
  • Situated above two minor aquifers
  • South eastern part of site lies within Flood Zones 2 and 3a
  • 132,000 volt overhead power line traverses the site
  • Screen planting, bunding and phasing of working can mitigate landscape impacts and views into site
Implementation Issues
7.14

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

The following  need to be addressed within a planning application:

  • Need to phase working of site to minimise impact on the surrounding area, to maintain traffic flows on the A47 at a consistent level and to maintain production of aggregates over the Plan period.
  • An Environmental Impact Assessment is likely to be required to address , as a minimum, archaeology, landscape and visual impact, hydrology and nature conservation impacts.
  • Transport Assessment will be required.
  • Access should be via the A47 using the existing access.
  • No access to or from Willow Hall Lane will be permitted
  • Archaeological assessment required and there may be a need to exclude areas within the site from the extraction area if they are considered to have particular significance
  • Scheduled Monuments have been excluded from the allocation but there is still a need to maintain buffers around these sites. A protective buffer of 50m is required from the edge of a Scheduled Monument and it is necessary to demonstrate that dewatering of the monument will not take place
  • It may be beneficial to retain the existing plant site. The use of an alternative site will need to be justified particularly in terms of visual impact and operational requirements. 
  • Wherever possible conveyors should be used for the transportation of mineral from the western and southern extensions of the quarry to the plant site.
  • Hydrological assessment required
  • A Flood Risk Assessment will be required as the site lies partially within Flood Zones 2 and 3 and should demonstrate how flood risk will be managed. Betterment  of the local flood risk situation in the restoration of the site will be required.
  • Advance planting to screen workings and bunding required along the A47 and to screen views from property particularly along the A47 and in Willow Hall Lane
  • Reclamation to agriculture with wildlife conservation and biodiversity benefits. As reclamation is likely to be undertaken without any infilling of waste lakes and ponds may be created. These should be considered for a range of uses.
  • Provision should be made within the restoration scheme for the southern extension to Pode Hole Quarry for a haul road and/or line for a conveyor to the Priors Fen site to the south so that the access on to the A47 could be utilised in the extraction of this site. This would facilitate the extraction of Priors Fen to the south should it be identified as an allocation in the future.
  • Green Grid Strategy identifies the need to improve the walking and cycling network to the east of the city centre. Opportunity should be taken through the extension of this quarry to improve the network of footpaths/cycleways within or within the vicinity of the quarry.
  • In respect of the area to the west of Willow Hall Lane the opportunity should be taken to incorporate the footpath Thorney no. 6 which runs in an east/west direction at the southern end of that area into the Green Grid on a permanent basis. This may need to be achieved through a Section 106 agreement.
  • Opportunity should be taken within the restoration scheme to provide nature conservation benefits on the eastern side of Cats Water Drain. This would be similar to that already provided on the western side of the Drain as part of the restoration proposals for the landfill (southern extension) at Eyebury Quarry. Creation or enhancement of Biodiversity Action Plan habitat particularly within and alongside the ditches will be encouraged.
  • The trees along Willow Hall Road should be protected during quarry operations and retained as part of any restoration proposals for the site. It may be appropriate to enhance the planting in places either as advance planting or as part of the reclamation scheme.
  • Measures are required to address any potential health and amenity issues for residents living in the vicinity of the site and for users of public rights of way and walkers and cyclists using Willow Hall Lane.
  • Need to mitigate the impact on Rights of Way users.

7.2 Sand and Gravel Borrow Pits Site Profiles

  • Add Comments for 7.2 Sand and Gravel Borrow Pits Site Profiles
  • View Comments (0) for 7.2 Sand and Gravel Borrow Pits Site Profiles
Sand and Gravel Borrow Pit Allocations
7.16

The extent of the sand and gravel allocations is shown on the maps that follow.

Ref Site Name Road scheme  Inset Map No
SSP M2A Galley Hill, Fenstanton (Southern Site) A14 Ellington to Fen Ditton, Cambridgeshire 7
SSP M2B Oxholme Farm A14 Ellington to Fen Ditton, Cambridgeshire 8
SSP M2C South West Brampton A14 Ellington to Fen Ditton, Cambridgeshire 9
SSP M2D West of Brampton A14 Ellington to Fen Ditton, Cambridgeshire 10
SSP M2E Weybridge Farm, Alconbury A14 Ellington to Fen Ditton, Cambridgeshire 11
SSP M2F Woolpack Farm, Galley Hill A14 Ellington to Fen Ditton, Cambridgeshire 12

Site Profiles and maps for all of the above sites follow.

7.2.1 M2A - Galley Hill Fenstanton (Southern Site) (M9I)

  • Add Comments for 7.2.1 M2A - Galley Hill Fenstanton (Southern Site) (M9I)
  • View Comments (0) for 7.2.1 M2A - Galley Hill Fenstanton (Southern Site) (M9I)

Map 7 M2A Galley Hill Fenstanton (Southern Site) (M9I)
M2A Galley Hill Fenstanton (Southern Site) (M9I)
Map 7 M2A Galley Hill Fenstanton (Southern Site) (M9I) (Popup full image) 

Summary
Site Name Galley Hill, Fenstanton Southern site
Description of Proposed Use Mineral Extraction: Sand and Gravel Borrow Pit for the A14 upgrade
Estimated Reserve : Approximately 0.1 million tonnes
Area 25.8 (ha)
Approximate Timescale Extraction to be linked to the A14 upgrade
District Huntingdonshire
Parish Fenstanton and Hemingford Grey
Grid Ref TL 298 681

Site Characteristics

  • Adjacent to a County Wildlife Site
  • Access constraints, particularly at the roundabout junction with the A14 / A1196 – capacity and safety, especially at peak times
  • Within Flood Risk Zone 3
  • Close to sensitive receptors
  • Archaeologically sensitive site
Implementation Issues
7.17

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.18

The following will need to be addressed within a planning application:

  • Suitable as borrowpit for A14 upgrade only
  • Access to A14 roadworks
  • Hydrogeological evaluation and mitigation of impacts on County Wildlife Site
  • Opportunity through restoration to contribute to biodiversity objectives through management
  • Noise and dust mitigation will be required
  • Landscape mitigation will be required
  • Restoration to water storage / amenity uses with enhanced public access would be most appropriate.
  • The site is within 1.3km Hemingford Grey Meadow SSSI. Assessments will be required in respect of potential impacts on the special interest features of this SSSI. Any proposals will need to demonstrate no adverse impacts to this designated site
  • The need for a survey of otters and water voles, any mitigation measures to be agreed with Natural England has been included in the Implementation Section of the Site Profile. This includes the fact that any restoration work should aim to enhance their habitats
  • A hydrological assessment in support of any planning application will be required, and must address dewatering impacts and surface water hydrology
  • Restoration to water storage / amenity uses with enhanced public access would be most appropriate.
  • The site is within 1.3km Hemingford Grey Meadow SSSI. Assessments will be required in respect of potential impacts on the special interest features of this SSSI. Any proposals will need to demonstrate no adverse impacts to this designated site
  • The need for a survey of otters and water voles, any mitigation measures to be agreed with Natural England has been included in the Implementation Section of the Site Profile. This includes the fact that any restoration work should aim to enhance their habitats
  • There is likely to be an impact of dewatering on other water users, surface water and the environment. Temporary or permanent alteration to groundwater flow patterns may occur during operation or restoration, and will need to be assessed

7.2.2 M2B - Oxholme Farm (M9I)

  • Add Comments for 7.2.2 M2B - Oxholme Farm (M9I)
  • View Comments (0) for 7.2.2 M2B - Oxholme Farm (M9I)

Map 8 M2B Oxholme Farm (M9I)
M2B Oxholme Farm (M9I)
Map 8 M2B Oxholme Farm (M9I) (Popup full image) 

 

Summary

Site Name

Oxholme Farm

Description of Proposed Use

Sand and gravel borrowpit for A14 upgrade.

Estimated Reserve

1.5 million tonnes

Area

61.3 (ha)

Approximate Timescale

Extraction to be linked to the A14 upgrade

District

Huntingdonshire

Parish

Fenstanton

Grid Ref

TL 300 676

Site Characteristics

  • Adjacent to the A14 upgrade scheme to the north
  • Located within 1Km of Hemingford Grey Meadow SSSI, adjacent to Fenstanton Pits (West End Pits) CWS, within 1Km of Marsh Lane Gravel Pits and within 2Km of Low Road Meadows (West)
  • Agricultural land is identified as mostly Grade 2
  • Within airfield safeguarding zone for RAF Wyton
  • Archaeologically sensitive site
Implementation Issues
7.19

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.20

However, the following will need to be addressed within a planning application:

  • Suitable as borrowpit for A14 upgrade only.
  • Route of A14 upgrade (including slip roads) to be safeguarded against extraction.
  • Protected species issues. Updated surveys required.
  • Local conservation interests through dewatering or changes to hydrology would need further assessment through hydrological assessment and be addressed at application stage.
  • Restoration to a water and informal amenity based after use would be appropriate, with potential to provide increased flood storage capacity.
  • Design of any water body should mitigate against potential for bird strike.
  • Planning applications will consider archaeological issues.
  • Ancillary uses should only relate to the A14 works and be limited to the life of the borrow pit.
  • The site lies within 1.5km of Hemingford Grey Meadow SSSI. Due to the proximity, proposals will need to demonstrate no adverse effects on site integrity for this designated site or, if identified, that these could be satisfactorily mitigated

7.2.3 M2C - South West Brampton (M9T)

  • Add Comments for 7.2.3 M2C - South West Brampton (M9T)
  • View Comments (0) for 7.2.3 M2C - South West Brampton (M9T)

Map 9 M2C South West Brampton (M9T)
M2C South West Brampton (M9T)
Map 9 M2C South West Brampton (M9T) (Popup full image) 

Summary
Site Name South West Brampton
Description of Proposed Use Mineral Extraction: Sand and Gravel Borrow Pit for the A14 upgrade only.
Estimated Reserve : Approximately 2 million tonnes
Area 53.3 (ha)
Approximate Timescale Extraction to be linked to the A14 upgrade works
District Huntingdonshire
Parish Brampton
Grid Ref TL 202 694

Site Characteristics

  • Site is on the line of the A14 improvements
  • RAF Brampton adjoins the northeast side of the site
  • Sensitive receptors close to the site
  • Within Flood Zone 3
  • Close proximity to Grade II listed buildings and archaeological remains
  • High grade agricultural land (grade 2)
Implementation Issues
7.21

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.22

The following will need to be addressed within a planning application:

  • Suitable as borrowpit for A14 upgrade only.
  • Access to roadworks
  • Minimising impact on residential amenity through landscape mitigation
  • Noise and dust mitigation will be required
  • Safeguard stability of existing highway infrastructure
  • Restoration scheme should involved enhanced biodiversity interest and consider the potential for BAP habitat creation (reedbed or wet woodland habitat would be appropriate in this location). This should include public access / amenity gain involving the quiet enjoyment of the countryside.
  • Opportunity to improve public access to restored site. Restoration scheme should involved enhanced biodiversity interest and consider the potential for BAP habitat creation. This should include public access / amenity gain involving the quiet enjoyment of the countryside.
  • Rights of Way matters including potential diversion compensation for existing Rights of Way which may be adversely affected
  • Route of A14 (including slip roads) to be safeguarded from mineral extraction.
  • Archaeological issues.
  • This site is within 1.2 km Brampton Wood SSSI, which is notified for ancient woodland, woodland streams and important butterfly populations. At planning application stage, assessments will be required with regard to hydrology, water quality and water borne impacts with regard to the special interest features of this SSSI. Notwithstanding its upwind location from the SSSI, investigations will also need to include a consideration of airborne pollutants, particulates and dust and their mitigation. Proposals will need to demonstrate no impacts to this SSSI.

7.2.4 M2D - West of Brampton (M9T)

  • Add Comments for 7.2.4 M2D - West of Brampton (M9T)
  • View Comments (0) for 7.2.4 M2D - West of Brampton (M9T)

Map 10 M2D West of Brampton (M9T)
M2D West of Brampton (M9T)
Map 10 M2D West of Brampton (M9T) (Popup full image) 

Summary
Site Name West of Brampton
Description of Proposed Use Mineral Extraction: Sand and Gravel potential Borrow Pit for the A14 upgrade only
Estimated Reserve : Approximately 1 million tonnes
Area 82.04 ha
Approximate Timescale Extraction to be linked to the A14 upgrade works
District Huntingdonshire
Parish Brampton
Grid Ref TL194 699

Site Characteristics

  • Within Flood Zone 3
  • Multiple public rights of way cross the site
  • Close to sensitive receptors
  • Site is close to the Brampton Wood SSSI
  • High grade agricultural land (grade 2)
  • Archaeologically sensitive site
Implementation Issues
7.23

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.24

The following will need to be addressed within a planning application:

  • Suitable for borrowpit for A14 upgrade only.
  • Noise and dust  mitigation will be required
  • Restoration scheme that will complement biodiversity objectives through management
  • Hydrogeological impact on road formation and Brampton Wood SSSI
  • Safeguard retained highway infrastructure
  • Mitigation for sensitive receptors including residential properties
  • Mitigation / compensation routes for existing Rights of Way
  • Mitigation for residential amenity
  • Route of A14 (including slip roads) to be safeguarded from mineral extraction
  • This site is within 0.5km Brampton Wood SSSI, notified for ancient woodland, woodland streams and important butterfly populations. At planning application stage, assessments must address hydrology, water quality and water borne impacts with regard to the special interest features of this SSSI. The SSSI may be hydrologically linked to this proposed mineral extraction site. Further investigations will also need to include a consideration of airborne pollutants, particulates and dust. Proposals will need to demonstrate no impacts to this SSSI
  • Restoration proposals should consider the creation of BAP habitat, in particular reedbed and wet woodland which are most appropriate in this area. Restoration should include public access / amenity gain for quiet enjoyment of the countryside.

7.2.5 M2E - Weybridge Farm, Alconbury (M9Z)

  • Add Comments for 7.2.5 M2E - Weybridge Farm, Alconbury (M9Z)
  • View Comments (0) for 7.2.5 M2E - Weybridge Farm, Alconbury (M9Z)

Map 11 M2E Weybridge Farm Alconbury (M9Z)
M2E Weybridge Farm Alconbury (M9Z)
Map 11 M2E Weybridge Farm Alconbury (M9Z) (Popup full image) 

Summary
Site Name Weybridge Farm, Alconbury
Description of Proposed Use Minerals Extraction: Sand and Gravel Borrowpit for A14 upgrade only
Estimated Reserve : Approximately 0.2 million tonnes
Area 16.3 (ha)
Approximate Timescale Extraction to be linked to the A14 upgrade works
District Huntingdonshire
Parish Alconbury
Grid Ref TL 182 721

Site Characteristics

  • Former borrowpit site for previous A14/A1 improvements
  • Close to listed buildings
  • Close to sensitive receptors
  • Within Flood Zones 2 and 3
  • Situated above a minor aquifer
  • Archaeologically sensitive site
Implementation Issues
7.25

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.26

However, the following will need to be addressed within a planning application:

  • Suitable as a borrowpit for the A14 upgrade only
  • Access to A14 roadworks
  • Contribution restoration scheme could make to attenuating flood risk
  • Noise and dust mitigation will be required
  • Potential for restoration to contribute to biodiversity objectives through management
  • Safeguard archaeological interest
  • Safeguard stability of retained highway infrastructure
  • Restoration will need to take into account bird strike issues
  • Electricity pylon on site
  • Any detailed planning application will need to assess hydrology, water quality and water borne impacts with regard to the special interest features of this SSSI. Further investigations will also need to include a consideration of airborne pollutants, particles and dust. Proposals will need to demonstrate no impacts to this SSSI
  • potential afteruses include water storage / amenity afteruse with consideration given to a river channel restoration project
  • It is noted that the site is close to Brampton Meadow SSSI. Any detailed planning application will need to assess hydrology, water quality and water borne impacts with regard to the special interest features of this SSSI. Further investigations will also need to include a consideration of airborne pollutants, particulates and dust. Proposals will need to demonstrate no impacts to this SSSI.
  • Potential afteruses include water storage / amenity afteruse with consideration given to a river channel restoration project.

7.2.6 M2F - Woolpack Farm, Galley Hill (M9I)

  • Add Comments for 7.2.6 M2F - Woolpack Farm, Galley Hill (M9I)
  • View Comments (0) for 7.2.6 M2F - Woolpack Farm, Galley Hill (M9I)

Map 12 M2F Woolpack Farm Galley Hill (M9I)
M2F Woolpack Farm Galley Hill (M9I)
Map 12 M2F Woolpack Farm Galley Hill (M9I) (Popup full image) 


Summary

Site Name

Woolpack Farm, Galley Hill

Description of Proposed Use

Sand and gravel borrowpit for A14 upgrade

Estimated Reserve

1.5 million tonnes

Area

62.7 ha

Approximate Timescale

Extraction to be linked to the A14 upgrade

District

Huntingdonshire

Parish

Hemingford Grey

Grid Ref

TL 295 682

Site Characteristics

  • An existing access point onto the public highway (B1040) that is suitable for HGV traffic.
  • Lies to the south of the existing A14 route junction 26
  • Proximate to a number of residential properties - Woolpack Farm and the southern most properties on Grove Land
  • Proximate to local wildlife designations -   within 1Km of Hemingford Grey Meadow SSSI, adjacent to Fenstanton Pits (West End Pits) Country Wildlife Site, within 1Km of Marsh Lane Gravel Pits and within 2Km of Low Road Meadows (West)
  • High grade agricultural land (mostly grade 2)
  • Within Flood zone 3
Implementation Issues
7.27

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.28

The following will need to be addressed within a planning application:

  • Suitable for borrowpit for A14 upgrade only
  • Mitigation to address visual impact by additional screening, particularly on the southern and western perimeters of the Woolpack Farm site
  • Investigations by hydrologists required to assess impact on specified protected species and nature conservation sites nearby i.e. potential dewatering.
  • Controls over HCV movements and access
  • Planning application should consider Archaeological issues
  • Restoration proposals should consider birdstrike issues
  • Afteruse and management of this site should be considered in conjunction with Galley Hill southern
  • Potential afteruse includes water storage/amenity afteruse with enhanced public access (country park)
  • No importation of waste other than that arising from the A14 upgrade scheme
  • Vehicular access should be taken off B road (former quarry/landfill access)
  • Restoration to water storage / amenity uses with enhanced public access would be most appropriate
  • The site is within 1.3km Hemingford Grey Meadow SSSI. Assessments will be required in respect of potential impacts on the special interest features of this SSSI. Any proposals will need to demonstrate no adverse impacts to this designated site
  • The need for a survey of otters and water voles, any mitigation measures to be agreed with Natural England has been included in the Implementation Section of the Site Profile. This includes the fact that any restoration work should aim to enhance their habitats
  • There is likely to be an impact to the dewatering on other water users, surface water and the environment. Temporary or permanent alteration to groundwater flow patterns may occur during operation or restoration, and will need to be assessed
  • The site lies within 300m of Hemingford Grey Meadow SSSI. Due to the proximity, proposals will need to demonstrate no adverse effects on site integrity for this designated site or, if identified, that these could be satisfactorily mitigated
  • Further assessment of transport implications will be required, consistent with Department of Transports advice (circular (02/2007) and Guidance on Transport Assessment

7.3 Limestone Site Profiles

  • Add Comments for 7.3 Limestone Site Profiles
  • View Comments (0) for 7.3 Limestone Site Profiles
Limestone
7.29

There are no specific allocations made for limestone extraction.

7.4 Chalk Site Profiles

  • Add Comments for 7.4 Chalk Site Profiles
  • View Comments (0) for 7.4 Chalk Site Profiles
Chalk Marl Allocation
7.30

The extent of the chalk marl allocation is shown on the map that follow.

Table 13
Table 13

Ref

Site Name Inset Map No.

SSP M4A

Barrington Quarry, Barrington 13
7.31

A site profile and map follow.


7.4.1 M4A - Barrington (M9B)

  • Add Comments for 7.4.1 M4A - Barrington (M9B)
  • View Comments (0) for 7.4.1 M4A - Barrington (M9B)

Map 13 M4A Barrington (M9B)
M4A Barrington (M9B)
Map 13 M4A Barrington (M9B) (Popup full image) 

Summary
Site Name Barrington Quarry
Description of Proposed Use Mineral Extraction: Chalk Marl
Estimated Reserve : 20 million tonnes
Area 8.7 (ha)
Approximate Timescale Extraction likely to continue for approximately 50 years
District South Cambridgeshire
Parish Barrington
Grid Ref TL 387 515

Site Characteristics

  • Adjacent to site that already has permission for extraction of Chalk Marl
  • Geological SSSI
  • Rights of way, sensitive receptors and traffic need to be considered for this site
  • Close to the Cambridge Green Belt and nearby conservation areas
  • Situated above a major aquifer
Implementation Issues
7.32

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.33

The following will need to be addressed within a planning application:

  • Noise and dust mitigation will be required
  • New landscaping
  • Restoration to a stable final landform with sustainable after use
  • Mitigation for public Rights of Way
  • Potential impacts on the Eversden and Wimpole Woods SAC
  • Protection / enhancement for geological SSSI
  • A traffic assessment should be  carried out for the site and development would be subject to any necessary infrastructure improvements to the road network. Alternatively, more sustainable transport modes should be utilised where possible
  • This site is adjacent to Barrington Chalk Pit SSSI, notified for its geological special features. At application stage, the proposals will need to demonstrate no adverse impacts to this designated site
  • The site is within 4.2km of Eversden & Wimpole Woods SSSI, SAC. At planning application stage, assessments will need to demonstrate no adverse impacts to barbastelle bats that might occur through impacts to foraging corridors for this species, especially hedgerows, woodland edge and any riparian corridors
  • The effect of the proposal on other nature conservation uses should be addressed. This should include consideration of nearby road verge and sites that are used for foraging by barn owl, and small copses which are used as breeding display areas by buzzards
  • Restoration proposals should consider the opportunity for biodiversity, including the for creation of BAP habitat i.e. lowland calcareous grassland
  • Assessment of hydrological issues including dewatering and ground and surface water matters. This should include any temporary or permanent alteration to the flow of groundwater during operation or restoration. Groundwater flows must not be adversely affected
  • The chalk aquifer needs to be protected from any potential contamination associated with quarrying. Restoration will need to take into account the level to which water in Chalk may naturally rise
  • Landscaping proposals need to give consideration to the strengthening of boundary treatments, especially to the north and east of the site


7.5 Brick Clay Site Profiles

Brickclay Allocation
7.34

The extent of the brick clay allocation at Kings Delph, Whittlesey is the same as the sand and gravel extraction.

Table 14
Table 14

Ref

Site Name

Inset Map No.

SSP M5A

Kings Delph, Whittlesey

4


7.35

The map and site profile for this allocation is therefore shared and shown under reference SSP M1D in Section 7.1.4.


7.6 Engineering Clay Site Profiles

  • Add Comments for 7.6 Engineering Clay Site Profiles
  • View Comments (0) for 7.6 Engineering Clay Site Profiles
Engineering Clay
7.36

No site allocations are made for engineering clay. See the next Section for Engineering clay borrowpits.

7.7 Engineering Clay Borrow Pits Site Profiles

  • Add Comments for 7.7 Engineering Clay Borrow Pits Site Profiles
  • View Comments (0) for 7.7 Engineering Clay Borrow Pits Site Profiles
Engineering Clay Borrowpit Allocations
7.37

The extent of the engineering clay borrowpits to serve the A14 road scheme are shown on the inset maps that follow.

Ref

Site Name Road scheme  Inset Map No

SSP M7A

Boxworth End Farm, North of Trinity Foot Junction A14 Ellington to Fen Ditton, Cambridgeshire 14

SSP M7B

Brickyard Farm, Boxworth A14 Ellington to Fen Ditton, Cambridgeshire 15

SSP M7C

New Barns Farm, Conington A14 Ellington to Fen Ditton, Cambridgeshire 16

SSP M7D

North Bar Hill, Noon Folly Farm A14 Ellington to Fen Ditton, Cambridgeshire 17

SSP M7E

North Dry Drayton Junction, Slate Hall Farm A14 Ellington to Fen Ditton, Cambridgeshire 18

SSP M7F

North Junction 14, Grange Farm A14 Ellington to Fen Ditton, Cambridgeshire 19

SSP M7G

South Junction 14, Girton / Madingley A14 Ellington to Fen Ditton, Cambridgeshire 20

SSP M7H

South of Trinity Foot Junction - East A14 Ellington to Fen Ditton, Cambridgeshire 21

SSP M7I

South of Trinity Foot Junction - West A14 Ellington to Fen Ditton, Cambridgeshire 22
7.38

The site profiles and maps follow.

Map 14 M7A - Boxworth End Farm, North of Trinity Foot Junc (M9C)
M7A - Boxworth End Farm, North of Trinity Foot Junc
Map 14 M7A - Boxworth End Farm, North of Trinity Foot Junc (M9C) (Popup full image) 

7.7.1 M7A - Boxworth End Farm, North of Trinity Foot Jnct (M9C)

  • Add Comments for 7.7.1 M7A - Boxworth End Farm, North of Trinity Foot Jnct (M9C)
  • View Comments (0) for 7.7.1 M7A - Boxworth End Farm, North of Trinity Foot Jnct (M9C)
Summary

Site Name

Boxworth End Farm, Trinity Foot Junction

Description of Proposed Use

Clay and general fill for A14

Estimated Reserve

117,500 m3

Area

11.9 (ha)

Approximate Timescale

Jan 2012  - Jan 2015

District

South Cambridgeshire

Parish

Swavesey (adjacent to parishes Boxworth & Conington)

Grid Ref

TL 354 663

Site Characteristics

  • Located north west of the Trinity Foot Junction of the A14 route
  • Within pasture and less intensively farmed arable land with surviving remnants of medieval ridge and furrow field systems
  • Grade II listed milepost within 1km to the west
  • High grade agricultural land (grade 3)
Implementation Issues
7.39

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.40

However, the following will need to be addressed within a planning application:

  • Suitable as a borrowpit for A14 upgrade only
  • Route of the A14 upgrade (including slip roads) should be safeguarded against mineral extraction
  • Ecological and environmental impacts, including ecological surveys for protected species
  • Hydrological assessment may be required
  • The site should be restored to agriculture after use
  • Archaeological issues should be considered at planning application stage
  • Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors
  • Wayside a residential property is approximately 150 m away and there is a light industrial estate with a 100 to 800m radius. Any proposals will need to take these sensitive receptors into account, including mitigation measures

Map 15 M7B - Brickyard Farm, Boxworth (M9C)
M7B - Brickyard Farm, Boxworth (M9C)
Map 15 M7B - Brickyard Farm, Boxworth (M9C) (Popup full image) 

7.7.2 M7B - Brickyard Farm, Boxworth (M9C)

  • Add Comments for 7.7.2 M7B - Brickyard Farm, Boxworth (M9C)
  • View Comments (0) for 7.7.2 M7B - Brickyard Farm, Boxworth (M9C)
Summary

Site Name

Brickyard Farm, Boxworth

Description of Proposed Use

Clay – general fill for borrowpit for A14 upgrade

Estimated Reserve

75,000 m3

Area

104.6 (ha)

Approximate Timescale

Jan 2012 – Jan 2015

District

South Cambridgeshire

Parish

Boxworth (Conington (S), Swavesey, fen Drayton & Lolworth are adjacent parishes)

Grid Ref

TL 349 657

Site Characteristics

  • Located along the route of the A14, south west of junction 28. Fronts two roads, A14 & a minor road
  • Within area of low archaeological potential
  • Intensively farmed arable land
  • High grade agricultural land (grade 3)
Implementation Issues
7.41

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.42

The following will need to be addressed within a planning application:

  • Suitable as a borrowpit for A14 upgrade only
  • Route of the A14 (including slip roads) should be safeguarded against mineral extraction
  • The site should be restored to agriculture after use
  • Archaeological issues should be considered at planning application stage
  • Ecological and environmental issues need to be addressed. May include protected species and hydrological surveys
  • Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors
  • Friesland Farm is immediately adjacent to the West, and there are other residential premises approximately 300 m away at Grapevine Cottages to the South and Wayside House on the opposite side of A14. Any proposals will need to take these sensitive receptors into account and provide suitable mitigation

Map 16 M7C New Barns Farm, Conington (M9C)
M7C New Barns Farm, Conington (M9C)
Map 16 M7C New Barns Farm, Conington (M9C) (Popup full image) 

7.7.3 M7C - New Barns Farm, Conington (M9C)

  • Add Comments for 7.7.3 M7C - New Barns Farm, Conington (M9C)
  • View Comments (0) for 7.7.3 M7C - New Barns Farm, Conington (M9C)
Summary

Site Name

New Barns Farm, Conington

Description of Proposed Use

Clay – general borrowpit for A14 upgrade

Estimated Reserve

50,000 m3

Area

129.9 (ha)

Approximate Timescale

Aug 2012 – Aug 2014

District

South Cambridgeshire

Parish

Conington (S) (adjacent to Boxworth, Swavesey & Fen Drayton parishes)

Grid Ref

TL 336 664

Site Characteristics

  • Located south of the existing A14 route (Huntington Road)-  Fronts on to one other minor route (High Street)
  • Within area of low archaeological potential
  • Within area of intensively farmed arable land
  • High grade agricultural land (grade 3)
Implementation Issues
7.43

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.44

The following will need to be addressed within a planning application:

  • Suitable as a borrowpit for the A14 upgrade only
  • Route of the A14 (including slipways) should be safeguarded against mineral extraction
  • The site should be restored to agriculture after use
  • Archaeological issues should be considered at planning application stage
  • Landscape capacity and visual amenity. The site should be landscaped to fit in with the local environment next to the A14
  • Any restoration after use would need to take into account the existing topography
  • Ecological and environmental issues need to be addressed including surveys for potential species and potentially hydrological surveys
  •  Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors,includes surveys for protected species and hydrological surveys
  • New Barns Farm is immediately adjacent to the West and there are two other residential premises approximately 200 to 250 m away. Any proposals will need to take these sensitive receptors into account and provide suitable mitigation

7.7.4 M7D - North Bar Hill, Noon Folly Farm (M9P)

  • Add Comments for 7.7.4 M7D - North Bar Hill, Noon Folly Farm (M9P)
  • View Comments (0) for 7.7.4 M7D - North Bar Hill, Noon Folly Farm (M9P)

Map 17 M7D North BAr Hill Noon Folly Farm (M9P)
M7D North BAr Hill Noon Folly Farm (M9P)
Map 17 M7D North BAr Hill Noon Folly Farm (M9P) (Popup full image) 

Summary

Site Name

North Bar Hill, Noon Folly Farm

Description of Proposed Use

Clay – general fill borrowpit for A14 upgrade

Estimated Reserve

2,500 m3

Area

9.9 (ha)

Approximate Timescale

Jan 2012 – Nov 2015

District

South Cambridgeshire

Parish

Swavesey & Longstanton (adjacent to Lolworth & Bar Hill)

Grid Ref

TL 380 644

Site Characteristics

  • Located north of the existing A14 route and has access to route B1050
  • Within airfield safeguarding zone for Cambridge Airport
  • Within area of pasture and less intensively farmed arable land
  • Within area of archaeological interest for ridge and furrow field systems
Implementation Issues
7.45

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.46

The following will need to be addressed within a planning application:

  • Suitable for use as borrowpit for A14 upgrade only
  • No mineral extraction will be permitted on the line of the A14 upgrade route (including slipways)
  • Measures to deter gulls and feral geese from nesting/living in the borrow pit and MOD design requirements to deter the birds and prevent the potential threat of bird strike.
  • Any archaeological issues should be considered at planning application stage
  • Ecological surveys including protected species and mitigation measures addressing ecological and other environmental impacts as appropriate.
  • Restoration to agricultural after use (potentially including irrigation reservoir also providing opportunities for flood water storage)
  • Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors
  • Potential effects on water quality should be fully investigated and mitigated where appropriate
  • Noon Folly Farm lies approximately 200 m to the north, and Bar Hill is approximately 160 m on the opposite side of A14. Any proposals will need to take these sensitive receptors into account, including mitigation measures
  • Site is within Green Corridor 11 North West of Cambridge Settlement Link

7.7.5 M7E - North Dry Drayton Junction, Slate Hall Farm (M9Q)

  • Add Comments for 7.7.5 M7E - North Dry Drayton Junction, Slate Hall Farm (M9Q)
  • View Comments (0) for 7.7.5 M7E - North Dry Drayton Junction, Slate Hall Farm (M9Q)

Map 18 M7E North Dry Drayton Junction Slate Hall Farm (M9Q)
M7E North Dry Drayton Junction Slate Hall Farm (M9Q)
Map 18 M7E North Dry Drayton Junction Slate Hall Farm (M9Q) (Popup full image) 

Summary

Site Name

North Dry Drayton Junction, Slate Hall Farm

Description of Proposed Use

Clay – General Fill borrowpit for A14 upgrade

Estimated Reserve

245,000 m3

Area

27.9 (ha)

Approximate Timescale

Jan 2012 – April 2014

District

South Cambridgeshire

Parish

Oakington & Westwick Girton(adjacent to parish Dry Drayton)

Grid Ref

TL 401 628

Site Characteristics

  • Located to the north of the existing A14 route
  • Within airfield safeguarding zone for Cambridge Airport
  • Within area of intensively farmed open arable land
  • High grade agricultural land (grade 2)
Implementation Issues
7.47

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.48

The following will need to be addressed within a planning application:

  • Suitable for borrowpit for A14 upgrade only
  • The site should be considered for short term use, as long term use would also be contrary to the policies in the Core Strategy
  • Restoration to agricultural after use. (Potential for irrigation reservoir providing opportunities for flood water storage). Given proximity to Northstowe/Oakington informal recreation and water based amenity uses e.g. rowing course would be appropriate
  • Any archaeological concerns will need to be addressed at planning application stage
  • Restoration scheme should include measures to deter gulls and feral geese from nesting and also prevent bird strike
  • Protected Species surveys required
  • No mineral extraction will not be permitted on the line of the A14 upgrade route (including slipways)
  • The site also falls within the statutory height safeguarding zone for Cambridge Aerodrome. Therefore, any infrastructure developed in line with the mineral extraction or fill will need to be referred to the MOD for assessment against height criteria
  • Detailed arrangements for the transport of mineral will need to be addressed at planning application stage. The Highways Agency has advised that it is essential that development-generated trips are kept to a minimum on the A14(T), with trips preferably made outside of peak periods, and accessing haul roads as soon as possible. As an application comes forward, these details should be considered and appropriate conditions/agreements will be applied
  • Hackers Fruit Farm and residential at Catch Hall Farm Cottages (6 properties) are approximately 90m away. Cambridge Crematorium is approximately 100 m away and should be afforded a reasonable degree of peace and tranquillity. Any proposals will need to take these sensitive receptors into account, including mitigation measures
  • The working and restoration of this site should be considered with the abutting site at North Junction 14 Grange Farm

7.7.6 M7F - North Junction 14, Grange Farm (M9Q)

  • Add Comments for 7.7.6 M7F - North Junction 14, Grange Farm (M9Q)
  • View Comments (0) for 7.7.6 M7F - North Junction 14, Grange Farm (M9Q)

Map 19 M7F North Junction 14 Grange Farm (M9Q)
M7F North Junction 14 Grange Farm (M9Q)
Map 19 M7F North Junction 14 Grange Farm (M9Q) (Popup full image) 

Summary

Site Name

North Junction 14, Grange Farm

Description of Proposed Use

Clay borrow Pit for A14 upgrade

Estimated Reserve

125,000 m3

Area

35.8 (ha)

Approximate Timescale

Jan 2012 – Nov 2015

District

South Cambridgeshire

Parish

Girton

Grid Ref

TL 408 625

Site Characteristics

  • Located north of the existing A14 route
  • Within airfield safeguarding zone for Cambridge Airport
  • High grade agricultural Land (grade 2)
  • Within 4km of Madingley Wood SSSI, 700m of Madingley Brickpits, Country Wildlife Site
  • Madingley Hall Grade II registered park and garden 2km to the south
Implementation Issues
7.49

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.50

The following will need to be addressed within a planning application:

  • Suitable for borrowpit use for A14 upgrade only
  • Any archaeological concerns which will need to be addressed at planning application stage
  • Restoration to agricultural after use. (Potential for irrigation reservoir providing opportunities for flood water storage). Given proximity to Northstowe/Oakington informal recreation and water based amenity uses e.g. rowing course would be appropriate
  • Restoration scheme should include measures to deter gulls and feral geese from nesting and also to prevent bird strike
  • No mineral extraction will be permitted on the proposed A14 route (including slip roads)
  • Update surveys on protected species
  • Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors
  • The working and restoration of this site should be considered with the abutting site at North Dry Drayton, Slate Hall Farm
  • Grange Farm and Catch Hall are close to this site, and any proposals will need to take these sensitive receptors into account, including mitigation measures

7.7.7 M7G - South Junction 14, Girton, Madingley (M9Q)

  • Add Comments for 7.7.7 M7G - South Junction 14, Girton, Madingley (M9Q)
  • View Comments (0) for 7.7.7 M7G - South Junction 14, Girton, Madingley (M9Q)

Map 20 M7G South Junction 14 (M9Q)
M7G South Junction 14 (M9Q)
Map 20 M7G South Junction 14 (M9Q) (Popup full image) 

Summary

Site Name

South Junction 14

Description of Proposed Use

Clay – general fill borrowpit for A14 upgrade

Estimated Reserve

90,000 m3

Area

29.8 (ha)

Approximate Timescale

Jan 2012 – Nov 2015

District

South Cambridgeshire

Parish

Girton -Madingley

Grid Ref

TL 408 614

Site Characteristics

  • The subject site lies west of the M11 at Junction 14 with access onto the A428
  • The site is currently used for open arable farming
  • Lies within the Green Corridor 23 Cambridge Outer Orbital corridor
  • Area of  archaeological potential
  • Within 2Km of Madingley Wood SSSI.  Within 500m of Madingley Brickpits Country Wildlife Site
  • Within airfield safeguarding zone for Cambridge Airport
  • Madingley Hall and American Military Cemetery 2km to the south
Implementation Issues
7.51

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.52

However, the following will need to be addressed within a planning application:

  • Suitable for use as a borrowpit for the A14 upgrade only
  • No mineral extraction will be permitted on line of A14 upgrade (including slip roads)
  • Any archaeological concerns which will need to be addressed at planning application stage
  • Updated ecological surveys required to evaluate the impact of the proposed development on any protected species
  • Restoration should look at potential for contributing to Green Corridor 23 Cambridge Outer Orbital Corridor
  • Restoration to agricultural land after use (with potential for irrigation reservoir and providing opportunities for flood water storage capacity)
  • The site is within safeguarding zone for Cambridge Airport; therefore measures should be taken to deter gulls and feral geese from nesting in the burrow pit and also to prevent bird strikes
  • Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors
  • Bridleway 6 and Footpath 7 are affected by this proposal, and will need to be addressed in line with policies set out in the Core Strategy
  • The site is within Green Corridor 23 Cambridge Outer Orbital corridor, restoration should look at any potential for contributing to this
  • Beck Brook Farm is approximately 200 metres away. Any proposals will need to take this sensitive receptor into account, including mitigation measures

7.7.8 M7H - South of Trinity Foot Junction - East (M9P)

  • Add Comments for 7.7.8 M7H - South of Trinity Foot Junction - East (M9P)
  • View Comments (0) for 7.7.8 M7H - South of Trinity Foot Junction - East (M9P)

Map 21 M7H South of Trinity Foot Junction East (M9P)
M7H South of Trinity Foot Junction East (M9P)
Map 21 M7H South of Trinity Foot Junction East (M9P) (Popup full image) 

Summary

Site Name

South of Trinity Foot Junction – East

Description of Proposed Use

Clay and general fill for A14

Estimated Reserve

202,500 m3

Area

6.1 (ha)

Approximate Timescale

Jan 2012 – Jan 2015

District

South Cambridgeshire

Parish

Swavesey(adjacent to parishes Boxworth & Conington)

Grid Ref

TL 371 645

Site Characteristics

  • Located south of the Trinity Foot Junction along the existing A14 route
  • Set back off the main road
  • Close to sensitive receptors (including a number of residential properties)
  • High grade agricultural land (grade 2)
Implementation Issues
7.53

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.54

The following will need to be addressed within a planning application:

  • Suitable for use as a borrowpit for the A14 upgrade only
  • Route of the A14 (including slip roads) should be safeguarded against mineral extraction
  • The site should be restored to agricultural after use (potential for irrigation reservoir also providing opportunities for flood storage capacity)
  • Archaeological issues should be considered at planning application stage
  • Measures to address amenity issues
  • There are residential properties at Lolworth are approximately 150 m away and The Grange approximately 110 m away. Any proposals will need to take these sensitive receptors into account, including mitigation measures
  • The site is in close proximity of the site to the Grade II* listed All Saints Church, Lolworth.  A detailed assessment will be required to ensure that the setting of this listed building is not adversely affected

7.7.9 M7I - South of Trinity Foot Junction - West (M9P)

  • Add Comments for 7.7.9 M7I - South of Trinity Foot Junction - West (M9P)
  • View Comments (0) for 7.7.9 M7I - South of Trinity Foot Junction - West (M9P)

Map 22 M7I South of Trinity Foot Junction West (M9P)
M7I South of Trinity Foot Junction West (M9P)
Map 22 M7I South of Trinity Foot Junction West (M9P) (Popup full image) 

Summary

Site Name

South Trinity Junction West

Description of Proposed Use

Clay – general fill borrowpit for A14 upgrade

Estimated Reserve

175,000 m3

Area

5.9  (ha)

Approximate Timescale

Jan 2012 – Jan 2015

District

South Cambridgeshire

Parish

Lolworth (adjacent to Boxworth &Swavesey)

Grid Ref

TL 366 649

Site Characteristics

  • Set back off existing A14 route
  • Set within an area of an intensively farmed open arable lands
Implementation Issues
7.55

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.56

The following will need to be addressed within a planning application:

  • Suitable for use as borrowpit for A14 upgrade only
  • Route of the proposed A14 upgrade (including slip roads) should be safeguarded against mineral extraction
  • Restoration to agricultural after use (irrigation reservoir also providing opportunities for flood water storage capacity)
  • Some archaeological concerns which will need to be addressed at planning application stage
  • Ecological surveys including protected species and mitigation measures as appropriate
  • Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors
  • Clare College farm is adjacent to the site and there are residential properties relatively close at Hill Farm Cottages on the opposite side of A14 at approximately 100 m. Lolworth lies approximately 400 m to the South East. Any proposals will need to take these sensitive receptors into account, including mitigation measures

7.8 Specialist Minerals Site Profiles

  • Add Comments for 7.8 Specialist Minerals Site Profiles
  • View Comments (0) for 7.8 Specialist Minerals Site Profiles
Specialist Mineral Allocations
7.57

The extent of the specialist minerals site allocations are shown on the maps that follow.

Ref

Site Name Map Ref

SSP M8A

Burwell Brickpits, Burwell

23

SSP M8B

Dimmock's Cote Quarry, Wicken

24
7.58

A Site Profile and map for each of the above follows.


7.8.1 M8A - Burwell Brickpits, Burwell (M9D)

  • Add Comments for 7.8.1 M8A - Burwell Brickpits, Burwell (M9D)
  • View Comments (0) for 7.8.1 M8A - Burwell Brickpits, Burwell (M9D)

Map 23 M8A Burwell Brickpits Burwell (M9D).
M8A Burwell Brickpits Burwell (M9D).
Map 23 M8A Burwell Brickpits Burwell (M9D). (Popup full image) 

Summary
Table 15
Table 15
Site Name Burwell
Description of Proposed Use Mineral Extraction: Clay
Estimated Reserve : 40,0000 tonnes
Area Less than 1 (ha)
Approximate Timescale Dependent on demand and market forces
District East Cambridgeshire
Parish Burwell
Grid Ref TL 579 694

Site Characteristics

  • Extraction for specialist uses i.e. manufacture of bricks and tiles for building conservation purposes
  • Small extraction of brick clay
  • Site is within open countryside
  • Close to County Wildlife Site
  • Close to Wicken Fen SSSI
  • Close to sensitive receptors
Implementation Issues
7.59

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process.

7.60

The following will need to be addressed within a planning application:

  • Impact on groundwater flows and sensitive receptors
  • Ecological evaluation and mitigation taking into account the County Wildlife Site
  • Opportunity for biodiversity benefits through restoration and management
  • Noise will need to be mitigated
  • Access for mineral transport should be direct to nearby processing site
  • Potential impacts on biodiversity interests
  • Measures are required to address potential amenity issues for nearby residential properties and other sensitive receptors
  • A flood risk assessment should be carried out for this site and any potential effects mitigated
  • Ecological and other environmental factors will need to be considered in more detail. This will include an assessment to ensure that Wicken Fen (an SSSI) is not adversely affected, particularly through hydrological changes
  • Restoration proposals will also need to consider the opportunities for biodiversity gain.
  • Any restoration will also need to take into account the airport safeguarding zone covering this site, the statutory restriction in relation to height and the potential for birdstrike.

7.8.2 M8B - Dimmock's Cote Quarry, Wicken Fen (M9H)

  • Add Comments for 7.8.2 M8B - Dimmock's Cote Quarry, Wicken Fen (M9H)
  • View Comments (0) for 7.8.2 M8B - Dimmock's Cote Quarry, Wicken Fen (M9H)

Map 24 M8B Dimmock's Cote Quarry Wicken Fen (M9H)
M8B Dimmock's Cote Quarry Wicken Fen (M9H)
Map 24 M8B Dimmock's Cote Quarry Wicken Fen (M9H) (Popup full image) 

Summary
Table 16
Table 16
Site Name Dimmock's Cote Quarry, Wicken Fen
Description of Proposed Use Mineral Extraction: Limestone
Estimated Reserve : 1.5 - 1.75 million tonnes
Area 15.4 ha
Approximate Timescale Dependent on demand and market forces.
District East Cambridgeshire
Parish Wicken
Grid Ref TL 546 726

Site Characteristics

  • Existing site which extracts limestone for non-aggregate purposes e.g. improvement of agricultural land
  • In close proximity to Cam Washes SSSI
  • Hydrological concerns
  • Close to sensitive receptors
  • Geological SSSI
  • Archaeologically sensitive site
Implementation Issues
7.61

Detailed assessment of development impacts and mitigation techniques will be required as part of any individual development proposal through the planning process

The following will need to be addressed within a planning application:

  • Hydrological impact on sensitive receptors
  • Noise and dust  mitigation will be required
  • Measures to conserve geological interest