LAFARGE TARMAC

13
LAFARGE TARMAC BESTHORPE QUARRY PLANNING APPLICATION TO VARY CONDITION 4 OF PLANNING CONSENT 3/02/02403CMA AND CONDITION 3 OF PLANNING CONSENT 3/02/02402CMA TO FACILITATE AN EXTENSION OF TIME AT BESTHORPE QUARRY INCLUDING AMENDMENT OF THE APPROVED WORKING AND RESTORATION SCHEMES NON TECHNICAL SUMMARY PREPARED BY: DAVID L WALKER LIMITED NOVEMBER 2014

Transcript of LAFARGE TARMAC

Page 1: LAFARGE TARMAC

LAFARGE TARMAC

BESTHORPE QUARRY

PLANNING APPLICATION TO VARY

CONDITION 4 OF PLANNING CONSENT

3/02/02403CMA AND CONDITION 3

OF PLANNING CONSENT 3/02/02402CMA

TO FACILITATE AN EXTENSION OF TIME

AT BESTHORPE QUARRY

INCLUDING AMENDMENT OF THE APPROVED

WORKING AND RESTORATION SCHEMES

NON TECHNICAL SUMMARY

PREPARED BY: DAVID L WALKER LIMITED

NOVEMBER 2014

Page 2: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

Prepared by David L Walker Limited March 2014

2

CONTENTS

Section 1 Introduction Section 2 Site Description Section 3 Proposed Development Section 4 Restoration Section 5 Site Operations Section 6 Vehicle Movements/Access Section 7 Public Consultation

Section 8 Environmental Impact Assessment Section 9 Employment

Section 10 Conclusion

LIST OF DRAWINGS

NTS 1 Location Plan NTS 2 Working Proposals NTS 3 Restoration Proposals

Page 3: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

Prepared by David L Walker Limited March 2014

3

SECTION 1

INTRODUCTION

1.1 This Non Technical Summary forms part of a planning application at Besthorpe Quarry for an extension of time of eight years to allow recovery of the remaining permitted sand and gravel reserves with restoration to be completed within a year thereafter.

1.2 The proposals also include re-phasing of the working scheme to ensure economical and efficient extraction of the remaining mineral, as well as enhancement of the approved restoration scheme in line with best practice and up to date planning policy.

1.3 The NTS seeks to provide enough information for individuals to understand:

details of the proposed development;

details of the proposed restoration; and

the safeguards being put in place to protect local amenity. SECTION 2 SITE DESCRIPTION 2.1 Besthorpe Quarry, hereinafter referred to as the application site, lies

approximately 1 km north-east of the village of Collingham and 8 km north of Newark on Trent (refer to Plan NTS 1). The application site extends to approximately 108 hectares.

2.2 The operations at the application site are well established and comprise the

extraction of in-situ high quality sand and gravel deposits. Current land uses on site comprise the following elements:

areas within which sand and gravel remains to be extracted;

areas undergoing mineral extraction;

restored mineral workings;

areas in the process of final restoration;

site access and haul road;

wharf and ancillary conveyor; and

ancillary and administrative facilities (ie mineral processing plant, lagoons, stocking area, wheel cleaning facilities, weighbridge and offices).

2.3 Access to the application site is derived via a purpose-built access road located off the A1133 (Besthorpe Road), which links in with the primary road network to the north (refer to Plan NTS 1).

SECTION 3 PROPOSED DEVELOPMENT 3.1 The proposals are principally for an eight year extension of time to allow

extraction of the remaining mineral reserves, which are estimated to be in the

Page 4: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

Prepared by David L Walker Limited March 2014

4

region of 800,000 tonnes, with restoration proposed to be completed within one year thereafter.

3.2 In order to facilitate this extension of time, it is proposed to vary both the main

planning consent and the planning consent related to the wharf and conveyor facilities.

3.3 It is specifically proposed to vary Condition 4 of the main planning consent

(reference 3/02/02403CMA) as follows:

“All sand and gravel extraction operations shall be completed by 31 December 2022 unless otherwise agreed in writing by the Mineral Planning Authority (MPA). The processing plant shall not use sand and gravel other than that arising from the application site and any such plant machinery and buildings shall be removed from the site within 12 months of the cessation of sand and gravel extraction operations on the site or by 31 December 2023, whichever is the sooner”.

3.4 It is proposed to vary Condition 3 of the wharf and conveyor planning consent

(reference 3/02/02402CMA) as follows: “The conveyor and all supports and other attached machinery or structures

shall be dismantled and removed from the site on or before 31 December 2023, or within 12 months of the cessation of sand and gravel extraction in this area, whichever is sooner, unless otherwise agreed in writing by the MPA”.

3.5 In order to enable the efficient and logical extraction of the remaining mineral

reserves, it is proposed to re-phase the approved working scheme. The proposed amended working scheme (refer to Plan NTS 2) envisages the extraction of sand and gravel from four phases of working, which will be worked sequentially.

3.6 As the approved restoration scheme was designed approximately twenty

years ago, this has also been reviewed and enhanced as part of the proposals in accordance with best practice and this is addressed in the following section.

SECTION 4 RESTORATION 4.1 The submission of this application presents an opportunity to revisit the

approved restoration scheme to provide enhancement in accordance with best practice, including local and national Biodiversity Action Plan objectives and current planning guidance.

4.2 The original approved restoration scheme is characterised by restoration to

open water for nature conservation purposes, with one large lake area, a smaller lake to the north and a series of reedbed and wetland areas.

4.3 In summary of the main changes proposed, there will be a series of individual

lake areas (refer to Plan NTS 3), as opposed to one main lake complemented

Page 5: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

Prepared by David L Walker Limited March 2014

5

by a smaller lake. These lakes will be framed by woodland, meadow grassland and island features with extensive shallows and re-graded lake margins.

4.4 New footpaths are also proposed, enhancing the recreational access across

the restored landform in accordance with local land use schemes. SECTION 5 SITE OPERATIONS 5.1 The different operations will be controlled and managed as follows:

soil and overburden would be removed and either stored in temporary mounds or, wherever possible, directly placed for restoration purposes;

where stored, soils mounds would be graded and seeded to give a more natural appearance, restricting views into working area;

sand and gravel would be extracted in phases (refer Plan NTS 2) using hydraulic excavators and articulated dump trucks to transfer minerals to the existing processing plant;

land would be progressively restored in phases using a combination of soils and overburden from the site;

progressive restoration would provide long-term landscape enhancement with nature conservation gains from linked hedgerows and woodland as well as the provision of species-rich habitats;

the site would be operated in line with existing permitted hours, i.e. 0700 hours to 1800 hours Monday to Friday, and 0700 hours to 1300 hours Saturday; and

no working on Sundays or public bank holidays. Operations outside these hours would be restricted to pumping of water (to keep workings dry) and emergency repairs of plant/equipment.

5.2 Monitoring Action Plans and control measures will be maintained in respect of

any potential noise, dust and/or groundwater emissions and also visual screening consistent with the existing planning controls on site which form best practice.

SECTION 6 VEHICLE MOVEMENTS/ACCESS 6.1 The application site benefits from a purpose-built access on to the A1133

(Besthorpe Road), which links in with the A57 to the north. The A57 in turn links in with the A1, approximately 13 km north-west of the application site.

6.2 HGVs with a gross laden weight of over 7.5 tonnes are prohibited from

travelling through the village or Parish of Collingham and must access/exit the site via the A1133 from/in a north bound direction. This requirement will continue to remain in place over the course of ongoing operations.

6.3 Historically, sand and gravel was also transported from the site by barge.

However, barge operations were suspended in August 2013 due to it becoming economically unviable to supply sand and gravel into the depot at

Page 6: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

Prepared by David L Walker Limited March 2014

6

Whitwood, West Yorkshire. Opportunities will continue to be sought to reopen this facility.

6.4 All sand and gravel is therefore currently transported by road. In terms of

vehicle movements, current production of 120,000 tonnes per annum of sand and gravel equates to approximately 50 daily heavy goods vehicle movements (ie 25 in, 25 out).

SECTION 7 PUBLIC CONSULTATION 7.1 The applicant company maintains close liaison with the local community via a

proactive relationship with Collingham Parish Council as part of the liaison committee meetings at the application site.

7.2 The Parish Council has been notified of Lafarge Tarmac’s intentions at the

application site and the local community will continue to be kept fully informed of matters.

7.3 Nottinghamshire Wildlife Trust has also been engaged as part of the

proposals for enhancement of the restoration scheme and going forward will continue to have input into this as part of identifying further restoration enhancement opportunities.

SECTION 8 ENVIRONMENTAL IMPACT ASSESSMENT 8.1 Independent technical consultants were commissioned to undertake studies

and surveys in respect of ecological and flood risk to determine the potential impacts of the proposals on the environment as part of a broader evaluation known as an Environmental Impact Assessment (EIA).

8.2 In accordance with the Environmental Impact Assessment Regulations,

assessments have been undertaken in order to identify potential effects (both positive and negative) and to consider the significance of any such effects. Other impact areas including archaeology and public rights of way.

8.3 With regard to Ecology a survey has been undertaken which identified the

habitats and species on site. A badger survey has also been undertaken. It is recognised the badgers are active in the vicinity of the application site which is the result of site operations creating a suitable habitat. This habitat will be retained as part of the restoration. No other significant impacts were identified.

8.4 In respect of Flood Risk; an assessment has been undertaken in support of

the proposals, which highlights that there will be no increase in flood risk on or off site.

8.5 With regard to Archaeology, All archaeological investigations have been

completed at the application site and the final report is currently being

Page 7: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

Prepared by David L Walker Limited March 2014

7

prepared. The proposals will have no impacts on designated historic features in the area.

8.6 In respect of Rights of Way, potential impacts have been assessed and it has

been demonstrated that there are no significant adverse impacts. The restoration scheme itself includes the establishment of new additional footpaths across the application site, which will create a net benefit.

8.7 All other existing environmental control provisions, such as noise mitigation

and groundwater monitoring will remain in place over the course of ongoing operations.

8.8 The operator has developed a systematic means of working and restoring the

site, and the restoration proposals provide sustainable contributions to local biodiversity and landscape initiatives. These will create long term enhancements and a net benefit consistent with local and national policy requirements.

SECTION 9 EMPLOYMENT 9.1 The current operations at the application site provide direct employment for

eight members of staff. 9.2 The existing operations also support a number of in-direct jobs through the

regular hiring of specialist contractors, maintenance technicians and hauliers, the longer term future of which will be secured by this proposal.

SECTION 10 CONCLUSION 10.1 This Non Technical Summary forms part of a planning application at

Besthorpe Quarry for an extension of time of eight years to allow recovery of the remaining non-constrained sand and gravel reserves, with restoration to be completed within a year thereafter.

10.2 The proposals additionally seek to amend the approved working scheme to

enable the logical and efficient extraction of the remaining mineral reserves and also enhance the approved restoration scheme to provide additional biodiversity and landscape benefits in the long term.

10.3 As all existing environmental control measures will remain in place, the

remaining mineral reserves could be recovered with minimal impact on the surrounding environment and will ensure a continued supply of aggregates

10.4 Granting permission for the proposals will also safeguard the jobs on site,

along with indirect employment benefits not only to the Company’s haulier fleet and sub-contractors, but also providing indirect support to the wide network which the site supplies.

Page 8: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

NTS 1 Location Plan

Page 9: LAFARGE TARMAC
Page 10: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

NTS 2 Working Proposals

Page 11: LAFARGE TARMAC
Page 12: LAFARGE TARMAC

Lafarge Tarmac Finningley Quarry Non Technical Summary

Proposed Extension

NTS 3 Restoration Proposals

Page 13: LAFARGE TARMAC

481000E481000E

481100E481100E

481200E481200E

481300E481300E

481400E481400E

481500E481500E

481600E481600E

481700E481700E

481800E481800E

481900E481900E

482000E482000E

482100E482100E

482200E482200E

482300E482300E362200N 362200N

362300N362300N

362400N 362400N

362500N362500N

362600N 362600N

362700N362700N

362800N 362800N

362900N362900N

363000N 363000N

363100N363100N

363200N 363200N

363300N363300N

363400N 363400N

363500N363500N

363600N 363600N

363700N363700N

6.0

6.0

6.0

6.0

6.0

6.0

6 .0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6 .0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.06.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.06.0

6.0

6.0

6.0

6.0

6.0

0.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0 4.0

4.0

4.0 4.0

4.0

4.0

4.0

4.0

4.04.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0 4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

6.0

6.0

6.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0 4.0

4.0

4.0

6.0

6.0

6.0

8.0

6.0

6.0

6.0

6.0

6 .0

6.06.0

4.0

4.04.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0 2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.02.0

2.0

2.0

2.0

4.0

4.0

4.0

4.0

4.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

6.5

6.3

6.9

8.5

5.4

5.9

6.5

7.8

10.5 7.5

9.6

5.5

5.5

8.6

8.5

6.5

8.5

5.9

6.1

6.7

6.2

6.3

6.1

6.4

6.2

6.1

6.0

5.9

6.1

6.16.3

6.2

4.6

3.9

7.1

6.2

6.5

6.3

5.9

6.5

6.4

4.0

4.2

3.8

7.0

6.8

6.0

6.3

6.7

7.1

6.91

6.8

6.7

5.8

6.2

6.3

6.5

6.6

6.4

6.8

5.9

6.0

6.4

5.9

5.9

5.7

5.1

5.0

4.8

3.86

6.3

6.5

6.6

6.5

6.5

6.5

6.5

6.2

6.4

6.2

6.2

5.6

6.2

6.3

6.3

6.4

6.0

5.7

5.2

5.6

5.2

6.0

6.1

5.8

5.5

5.6

5.5

5.7

6.4

5.6

5.4

5.7

5.5

5.7

5.9

6.2

6.25.9

5.85.6 5.7

5.75.6

5.7

5.65.7

6.1

5.9

5.9

5.9

6.0

5.8

6.1

5.2

5.0

5.6

5.9

6.1

6.2

6.1

5.5

5.4

5.4

6.1

5.9

5.5

5.6

5.9

6.3

6.4

6.1

5.8

5.7

5.75.7

6.2

6.2

6.0

6.1

5.7

6.2

6.0

5.9

5.9

5.8

6.0

5.5

5.8

5.2

6.6

6.5

6.4

6.2

6.1

6.3

6.2

6.1

6.1

6.1

5.7

5.2

5.3

5.3

5.4

6.1

6.1

6.0

5.7

5.1

5.3

5.5

5.2

5.1

5.6

6.3

6.2

6.1

6.2

6.1

6.2

6.1

6.2

7.0

4.76

6.96.9

7.3

6.7

6.4

6.4

6.7

6.7

6.7

6.5

6.4

6.0

6.1

6.0

6.1

7.38.5

6.33.7

5.2

8.2

5.7

8.3

5.6

3.6

8.4

5.2

7.18.3

5.9

3.6

7.18.3

5.8

8.25.43.6

8.15.0

8.2

7.1

6.9

7.0

6.9

7.17.2

6.4

6.6

6.5

6.4

6.5

6.5

6.4

6.6

6.7

6.6

7.2

6.9

6.8

7.3

6.8

6.5

6.1

7.5

7.48.4

7.4

8.4

7.4

8.4

7.5

8.4

7.4

8.27.4

7.38.1

7.4

6.5

6.7

6.5

6.6

6.6

6.7

6.6

6.5

6.8

6.5

6.6

6.4

6.7

6.6

6.5

6.6

6.7

6.6

6.4

6.6

6.4

6.5

6.4

6.4

6.4

6.7

6.7

6.6

6.5

6.4

6.7

6.7

6.6

6.7

6.6

6.7

6.4

6.8

6.8

6.6

6.6

6.8

6.8

6.7

6.8

6.87.0

6.7

6.9

6.8

6.9

7.1

6.9

6.9

7.0

7.0

7.1

7.0

6.9

6.66.5

6.0

6.46.5

7.3

7.2

5.95.95.95.9

6.7

6.1

6.0

6.3

6.15.1

5.2

5.5

5.8

5.7

5.8

5.86.5

6.7

5.9

6.9

5.6

5.6

5.4

5.7

5.5

5.7

5.8

5.8

6.2

6.1

6.0

5.7

5.8

5.5

5.7

5.64.6

5.0

4.9

5.2

4.44.4

4.4

4.4

4.4

4.4

5.2 5.6

5.7

5.7

5.5

5.24.5

4.3

4.2 4.9

4.9

5.44.5

4.4 4.7

3.9

4.85.5

5.2

5.3

5.55.8

5.6

3.8

5.4

5.3

5.0

5.6

5.55.4

5.2

5.4

6.0

6.4 5.8 5.9 5.4

5.2

5.4

5.3

5.2

5.4

5.4

5.4

5.3

5.2

4.3

4.2

4.3

3.9

5.1

4.2

4.7

6.2

5.26.1

6.2

4.6

4.8

6.5

6.4

4.8

4.86.6

5.7

5.3

4.6

4.6

4.7

5.0

4.6 4.1

4.5

4.5

4.5

4.14.2

4.2

4.8

4.7

4.9

4.3

4.7

5.9

5.3

5.6

6.8

6.9

7 .5

7.3

7. 1

6.9

6.76.8

6.06.6

6.6

6 .9

6.5

6 .7

6 .6

6.7

4.2

4 .1

4 .2

4 .0

4. 0

4.0

4.0

7.1

6.7

3.9

5.5

5.3

5.2

5.5

5.3

5.4

6 .8

6 .6

6.7

6 .2

6.2

6.4

6.3

6.4

6.5

6 .0

5 .7

5.7

5.8

5.8

5.6

5.5

5.6

5.3

4.1

4.2

4.1

4.3

4.0

4.4

4.0

5.3

5.36.0

6.8

5.6

5.1

5.1

5.5

6.0 4.7

3.93.9

MAIN SOUTHERN LAKE

EXISTING FOOTPATH MAINTAINED

GRASSLAND MEADOWS ALREADY RESTOREDTO PROFILE AND EXTENDED INCORPORATINGFOOTPRINT OF SOIL MOUNDS FOLLOWINGREMOVAL AND RE-GRADING.LOW PROFILE SCALOPING TO BE INCORPORATED INTOFINAL PROFILE TO RETAIN SHALLOW SEASONAL POOLS.

EXISTING DRAINAGE DITCHDIVERSION MAINTAINED

REMOVAL OF BARGE LOADING FACILITIES ANDRESTORATION OF CONVEYOR ROUTE

RE-GRADING OF SOUTH EASTFACE TO PROFILE WITHPERIMETER LAKESIDE PATH

CONSTRUCTION OF FOOTPATHROUTE USING OVERBURDEN,UNDERDIG AND SOILS FROM SITE

SMALL CAR PARK

EXISTING PUBLIC RIGHT OF WAYMAINTAINED ALONG CURRENT ROUTE

EXISTING CLEAN WATERPOND WITH MATURE LAKEMARGINS

SHALLOWS AND ISLANDS CREATEDUSING OVERBURDEN TO BE STRIPPEDFROM REMAINING MINERAL EXTRACTION

WATER LEVEL IN SILT POND ALLOWEDTO FALL TO NATURAL WATER TABLEEXPOSING EXTENSIVE SHALLOWS ANDSEASONALLY WET SCRAPES

SOIL HEAPS PLACED WITHINVOID TO CREATE SHALLOWS

SILT FROM WORKING REMAININGPERMITTED SAND AND GRAVELUSED TO CREATE SHALLOWS

ADDITIONAL SHALLOW LAKE MARGINSCREATED WITH SOILS PLACED INTOVOID FROM EXISTING ABOVE GROUNDLEVEL MOUNDS

EXISTING AREA OF WOODLANDMAINTAINED

AREA OF SILT ALLOWED TO NATURALLYREGENERATE INTO WOODLAND CARR

ACCESS FROM PUBLICRIGHT OF WAY TOLAKE VIEWING AREA

NORTHERN LAKE

NORTH EASTERN LAKE

EASTERN LAKE

WESTERN LAKE

WESTERN LAKE

NORTH WEST LAKE AND SHALLOWS

CA

RLTO

N FER

RY LA

NE

LOW PROFILE SWALES CUT INTOFINAL PROFILE TO CREATESHALLOW SEASONAL POOLS

EXISTING OUTFALL FROMLAKES TO BE MAINTAINED

LAKE WATER LEVEL AT 3.9MAOD IN CONTINUITY WITHTHE GROUND WATER TABLE AND CHANGING IN LEVELBASED ON NATURAL SEASONAL VARIATIONS INRAINFALL, GROUNDWATER AND FLOODING FROM THERIVER TRENT.

ALL LAKES ON SITE TO BE INTER-CONNECTED BY PIPESAND IN CONTINUITY WITH THE WATER TABLE IN THESURROUNDING SAND AND GRAVEL.

NORTHCROFT LANE

ACCESS TO LAKEVIEWING AREA

RIV

ER T

REN

T

EXISTING APPROVED PUBLICFOOTPATH DIVERSION ROUTE

EXISTING APPROVED PUBLICFOOTPATH DIVERSION ROUTE

EXISTING APPROVED PUBLICFOOTPATH DIVERSION ROUTE

PROPOSED ALTERNATIVE PUBLICFOOTPATH DIVERSION ROUTE

Site Name:

Drawing Name:

Drawn By:

Date:

Scale:

Drawing No:

Besthorpe Quarry

Final Landform

N.G.Jones

14/11/2014

NTS

This drawing is copyrighted. Tel: 01298 768175 / Email: [email protected]

Based on Ordnance Survey Digital Data with permission from The Controller of Her Majesty's Stationery Office. Crown Copyright Licence No.100019980. Lafarge Tarmac, Portland House, Solihull B37 7BQ

Restored meadows and lakemargins above lake level

Area of shallow water in lakes andponds between 0.5 and 2 metres deep

Area of very shallow water in lakes andponds between 0 and 0.5 metres deep

Former silt pond areas allowed toregenerate into woodland carr

Existing and proposed areasof woodland

Access footpaths

Proposed final levels and contoursDeeper water in lakes generallyover 2 metres deep

Area of wetland hollows abovethe water table

Application Area

NTS3