PROPOSED NORTHERN EXTENSION TO PITAIRLIE QUARRY, ANGUS

ENVIRONMENTAL IMPACT ASSESSMENT REPORT NON‐TECHNICAL SUMMARY AUGUST 2020

TOWN AND COUNTRY PLANNING (SCOTLAND) ACT 1997

THE TOWN AND COUNTRY PLANNING (ENVIRONMENTAL IMPACT ASSESSMENT) (SCOTLAND) REGULATIONS 2017

Client Reference: x:\786\PitairlieEIAR2020

DENFINED STONE LTD.

ENVIRONMENTAL IMPACT ASSESSMENT REPORT NON‐TECHNICAL SUMMARY

PROPOSED NORTHERN EXTENSION TO PITAIRLIE QUARRY, NEAR MONIKIE ANGUS

Prepared For:

DENFIND STONE LTD.

Signed......

Dalgleish Associates Ltd

Date 17th August 2020

Dalgleish Associates Ltd Mineral, Planning and Environmental Consultants 1 Sinclairs Street Cathedral Square Dunblane FK15 0AH Tel: 01786 822339 INTRODUCTION quarry on their farm had the potential to meet the growing demand for local, high quality, natural and This report is the Non‐Technical Summary (NTS) of the aesthetically sympathetic building materials. Environmental Impact Assessment Report (EIAR) prepared in support of the planning application by Since reopening the quarry, the business has relocated Denfind Stone Ltd for a northern extension to Pitairlie into a purpose‐built production facility, housing state of Quarry. the art stone processing machinery which enables the business to supply an extensive natural stone product The proposal would allow the extraction of some range. Over the past 15 years the Company has 375,000 tonnes of sandstone. It is proposed to work the expanded to become one of Scotland’s leading suppliers deposit at an average of 8,000 tonnes per annum over a of natural stone. period of 50 years. The proposal also makes provision for the reinstatement of the existing southern quarry Denfind Stone supplies local Angus sandstone products void. as well as a wide range of other Scottish natural stone, including other sandstone, limestone and granite. The PRE‐APPLICATION CONSULTATION Company’s range of products have been used extensively in residential, commercial and landscaping projects for In accordance with The Town and Country Planning private clients, house builders, construction companies, (Development Management Procedure) (Scotland) local councils and Historic Scotland. Regulations 2013, and as this constitutes a major application in the terms of the Regulations, Pre‐ Denfind Stone is committed to providing the highest Application Consultation has been undertaken with level of quality stone products, customer care and Monikie and Newbigging Community Council, the service to its clients. The business is committed to using Councillors representing the Carnoustie and District environmentally friendly and sustainable methods at Ward and all residents residing within 300m of the every stage of the stone production process, from quarry proposed planning application boundary. to delivery.

An overview of the development, plans and impact The business’ own stone is quarried and processed on assessment reports were placed on Dalgleish Associates site in Angus allowing for maximum efficiency, and a Ltd’s website for viewing. Due to the restrictions lasting and positive environmental impact. Additionally, imposed on public meetings, as a consequence of the the business has installed solar panels and a biomass coronavirus outbreak, the proposals were subject to an plant to maximise the energy efficiency of the plant and interactive web‐based consultation. the ‘green credentials’ of the business.

A pre‐application consultation report has been prepared PROJECT TEAM and submitted with the planning application; where relevant, the EIA has been informed by consultations The project team responsible for the preparation of the with interested parties. EIAR was:

ENVIRONMENTAL IMPACT ASSESSMENT  Dalgleish Associates Ltd – Project Management, Site Design, Hydrology and Hydrogeology, An Environmental Impact Assessment (EIA) of the Landscape and Visual. potential impacts on the environment of the proposed  ECOS Countryside Services LLP – Ecological Impact quarry extension has been undertaken in accordance Assessment. with the Town and Country Planning (Environmental  Vibrock Ltd – Noise Impact Assessment. Impact Assessment) (Scotland) Regulations 2017.  DustScanAQ – Dust and Air Quality Assessment.  Rathmell Archaeology Ltd – Archaeological The results of the EIA are contained in the Environmental Evaluation. Impact Assessment Report (EIAR). The Regulations require that the EIAR is summarised in a Non‐Technical APPLICATION PROCESS AND PROGRAMME Summary, written in non‐technical language. The Planning Application was lodged in August 2020 with THE APPLICANT COMPANY public advertisements in accordance with the Regulations. A statutory minimum period of 16 weeks is Denfind Stone Ltd. is a family owned Scottish company available to the Planning Authority for determination of which began trading in 2004 when Brian and Alison the application. Binnie recognised that the disused Pitairlie sandstone

1 ACCESS TO DOCUMENTATION NEED FOR THE DEVELOPMENT

A full copy of the Environmental Impact Assessment The minerals industry provides raw materials for Report from which this NTS has been prepared can be construction, manufacturing, agriculture and other viewed at Angus Council’s e‐Planning website. specialist sectors. The Scottish Government recognises the strategic importance of the construction industry to Hard copies of the EIAR and NTS can be obtained from the economy and the need for minerals to serve it. Dalgleish Associates Ltd at the address below at a cost of £200. Electronic copies on CD are available at a cost of In June 2014 the Scottish Government issued its updated £20 each. Copies of the Non‐Technical Summary in hard Scottish Planning Policy document. Paragraph 238 of the copy or electronic format are available for free on SPP states that: “Plans should support the maintenance request. of a landbank of permitted reserves for construction aggregates of at least 10 years at all times in all market Dalgleish Associates Ltd areas through the identification of areas of search. Such Mineral & Planning Consultants areas can be promoted by developers or landowners as 1 Sinclairs Street part of the plan preparation process or by planning Cathedral Square authorities where they wish to guide development to Dunblane particular areas. As an alternative, a criteria‐based FK15 0AH approach may be taken, particularly where a sufficient landbank already exists or substantial unconstrained Tel: 01786 822339 deposits are available”. email: [email protected] In line with the SPP, Planning Authorities have an EXPRESSING YOUR VIEWS obligation to maintain sufficient mineral landbanks. The size of the land bank is derived from information For the first 28 days of the consultation period supplied by operators with regards to production and the commencing after the proposal has been advertised, the market area. Accordingly, an Authority may consider statutory and non‐statutory consultees and members of "need" in terms of a landbank or market area deficit. the public have an opportunity to formally lodge their views on the proposals with Angus Council. The Angus Local Development Plan (ALDP) acknowledges that Scottish Planning Policy (SPP) 2014 requires that all PLANNING LDPs should support the maintenance of a landbank of permitted reserves for construction aggregates of at Along with Scottish Planning Policy guidance, the least 10 years at all times. planning policies contained in the Development Plan which comprises the TAYplan Strategic Development It is noted that Pitairlie Quarry produces a building stone, Plan 2016‐2036, October 2017 and the Angus Local used for specialist walling and paving products; it is clear Development Plan, September 2016 have been that this stone is not a ‘general hard rock aggregate’ and examined. that the reserve should be considered separately from the main hard rock landbank. The proposal has been the subject of an Environmental Impact Assessment. The EIAR addresses all potential ALDP Policy PV19 Minerals states: “Angus Council will Environmental Impacts, both positive and negative, on protect existing mineral resources within Angus which are the natural environment by virtue of the scale, type, of economic and/or conservation value from other forms location and length of the proposed operations and the of development. Proposals for new or extended mineral quality and extent of mitigation and restoration workings must demonstrate that the development is proposed. With the exception of landscape and visual required to maintain, at least a 10 year land bank for impact, which is assessed as slight to moderate on a local aggregates or the development is required for the local, scale during operations and reducing to slight at regional and/or national market that cannot be satisfied restoration; all other impacts have been assessed as by recycled or secondary aggregates at existing being negligible to slight. workings”.

The proposals are considered to be broadly consistent In accordance with Policy PV19 Minerals, since 2004, the with National Policy and the Development Plan. It is quarry waste at Pitairlie has been worked to recover considered that an overall benefit will be derived from sandstone that is suitable for walling and paving products the proposal and that there are no over‐riding factors and has a proven conservation value. However, the which would merit refusal. reserves of waste rock suitable for these products has

2 been depleted over recent years and is likely to be Pitairlie Burn passes through Pitairlie Den Plantation and exhausted within the next 1‐2 years. Accordingly, the is located towards the western boundary of the quarry. proposal seeks to maintain a landbank of a natural stone that is not otherwise available from existing quarries in The proposed excavation area is located on agricultural Angus and cannot be satisfied by recycling or secondary land to the north‐west of the processing area and is aggregates. bounded by agricultural land to the east and west and Denfind Plantation to the north. The proposed A key principle coming to the fore of national, regional excavation area is located some 470m to the south of the and local planning policy is the underlying concept of village of Monikie. ‘local supply’ of natural resources. Local supply avoids unsustainable imports by minimising the distance of No.3 Denfind Cottage is located some 45m east of the travel from source to point of consumption. In terms of proposed excavation area (both No.s 1 and 3 Denfind minerals, local supply should relate to the development Cottages are in the ownership of the applicant). Other of the indigenous resource rather than relying upon private residential properties are located along the imports. At Pitairlie there is also a clear locational need western side of Panmure Road at distances of 110‐120m for the extension as it links directly with the processing to the east and north‐east of the proposed excavation facility thereby reducing the necessity for additional HGV area. The properties of Galloway and Lismore are haulage on the public road network which would clearly located to the south‐east of the existing quarry void and occur if all stone had to be sourced externally, at greater some 270m from the proposed northern quarry distance, and imported to the facility. extension. These properties, along with a proposal to for holiday cabins within Denfind Plantation, form the main The proposal would release some 375,000 tonnes of locations for assessment of impacts. natural stone which, based on the permitted level of processing (maximum of 8,000 tonnes per annum) would The agricultural field forming the extension area secure a continued strategic resource in the Angus region generally slopes from the north to the south and south‐ over the next 50 years. west with ground levels on the field boundaries varying from 126m Above Ordnance Datum (AOD) in the north‐ As one of Scotland’s leading suppliers of natural stone, west and 135m AOD in the north‐east to 112m AOD in from a business perspective, it is imperative that Denfind the south‐west and 124m AOD in the south‐east (Figure Stone Ltd secures future reserves to ensure a continuity 2.2 Existing Topography Plan refers). The southern of the business. quarry varies from around 116m AOD in the north to around 100m AOD on the southern quarry edge and 83m The Pitairlie Quarry market area is mature and there is a AOD in the southern quarry void. The southern quarry consistent demand for the natural stone products pond fluctuates seasonally with an average depth of produced by the quarry both within the Angus region around 87.8m AOD. and across the UK. Development proposals within the Angus Local Development Plan suggest that this demand Economic Geology/Existing Markets shall continue. It is considered therefore that there is a The solid geology underlying the site comprises demonstrated need for the continued development of sedimentary strata belonging to the Dundee Flagstone Pitairlie Quarry. Formation, part of the Lower Old Red Sandstone sequence of Devonian age. These consist of medium to DESCRIPTION OF THE DEVELOPMENT coarse‐grained, cross‐bedded sandstones and substantial, distinctive, flaggy sandstones, interbedded Site Location and Description with minor siltstones and mudstones. The existing Pitairlie Quarry is located in a rural area of Angus. The quarried area extends to some 4 hectares The mineral deposit within the proposed extension area (ha). Immediately to the north‐east of the quarry is the is a good quality sandstone that is naturally flat‐bedded processing facility, hardstanding storage areas, offices and has a density and hardness popular with and welfare facilities and car parking area; overall this stonemasons and builders alike, and can be applied to a area extends to around 1ha. The processing facility takes full range of products including: access onto the B961; the access has been constructed to the satisfaction of Angus Council. • Internal and External Cladding (30/40/100/140mm); • Paving; The existing quarry is bordered to the south, east and • Dry Stone Dyking; west by plantation and woodland and agricultural land to • Feature Walling; the north. The land generally falls to the south. The • Entrance Features; and • Coping Stones.

3 There is an established market demand for these extension area. Sandstone will be transported from the products within the Angus region and across the UK. extension area to processing area via a dedicated internal access road. The Proposal The proposal would allow the extraction of some Soil Stripping 375,000 tonnes of sandstone. It is proposed to work the Soil stripping shall be undertaken as required to maintain deposit at an average of 8,000 tonnes per annum. It is an appropriate advance development area. Soils unlikely that this level of production would be achieved stripped from the excavation area shall either be utilised consistently throughout the duration of the site. to improve the agricultural land immediately to the west Accordingly, to allow an element of leeway, planning and south‐west of the proposed excavation area, stored permission is sought for a period of 50 years. The for future use, or use at final restoration or placed proposal also makes provision for the reinstatement of directly on reinstated land as part of the progressive the existing southern quarry void. restoration of the site. Soil storage mounds shall not exceed 3.0m in height. Soil stripping shall be timed to be Operational Standards undertaken outwith the bird breeding season and shall In applying for an extension of operations, the applicants only be carried out when soils are reasonably dry. have endeavoured to minimise the potential environmental impacts from extraction and haulage Phase 1 operations and to employ operational standards in line The Phase 1 excavation, including the development of with the requirements of the Quarries Regulations 1999 the access haul route, extends to an area of some 2.2ha. (as amended) and the Scottish Environment Protection Phase 1 will release an estimated 88,000 tonnes of Agency (SEPA). sandstone over a period of 11 years.

Development Programme It is proposed to create 3m high screening mounds on The proposal seeks to undertake an extension to Pitairlie the northern and north‐eastern excavation boundaries. Quarry. The proposed excavation area extends to some The soils from the mound footprints will be stripped and 4.6ha. The depth of overburden down to rock head the mounds formed utilising overburden from the initial varies from around 5m to 9m. The excavation of site excavation. Thereafter, the soils shall be replaced sandstone shall be undertaken from rock head to a depth over the mound. It is anticipated that the formation of of 15m; an overall excavation depth of 20m to 24m. The these mounds would take around two weeks at the proposal also includes the reinstatement of the existing commencement of operations. On completion, the southern quarry void. mounds will be grass seeded. It is proposed that the northern mound shall only actually be constructed once Site Enclosure there is a clear indication that the permitted holiday use The existing site is enclosed by boundary fencing which on the adjacent land, is being implemented. shall be maintained through operations. Prior to the commencement of operations, the extension area The first phase of development will create the access operational boundary shall be inspected and secured for haul route from the existing quarry and develop an the purpose of public safety and to ensure that the excavation area from the base of the access along the operational area is kept stockproof. Throughout the southern edge of the development area. duration of operations the boundary shall be maintained until the restoration of the site is complete. The depth of overburden varies in Phase 1 from around 7m in the west to around 4m in the east. A 5m rockhead At the commencement of operations, or in the first bench shall be maintained. Rock will be excavated to a suitable planting season, it is proposed to undertake depth of around 15m. mixed woodland planting, on the northern boundary of the site and immediately to the west of No.3 Denfind During Phase 1 all overburden, unsuitable rock and Cottage. The planting shall be subject to on‐going processing wastage will be placed in the existing maintenance for a period of 5 years to ensure southern quarry void to create the final restoration appropriate establishment. profile. Overburden excavation and placement will be undertaken periodically throughout Phase 1; it is Site Infrastructure anticipated that this will be split into 3‐4 periods of It is proposed to utilise the existing infrastructure at the around two weeks with a period of excavation occurring Pitairlie Quarry Processing Facility (site access route, every 2‐3 years. offices, weighbridge, processing facility, hard standing, stockpiling, maintenance and fuelling facilities). No As with the existing quarry, rock would continue to be buildings or fixed plant will be required within the extracted by excavator, no blasting is required. The

4 sandstone will be transferred directly to the processing cessation of quarrying operations, as groundwater facility; no processing will be undertaken in the quarry rebound occurs, it is anticipated that a small pond will void. form in the south‐western corner of the final excavation void. Soils and drift stored within the peripheral Phase 2 screening mounds shall be utilised to assist in regrading Phase 2 extends the excavation area to the north‐north‐ works and to provide a suitable planting medium. Tree west; an additional landtake of some 1.1ha. Phase 2 will and shrub/scrub planting shall be undertaken on quarry release an estimated 120,000 tonnes of sandstone over a slopes. period of 15 years. Following physical restoration of the land it shall be As excavation works within Phase 1 near completion subject to an aftercare scheme, in terms of Section 41(1) advance soil stripping works will commence in Phase 2. of The Town and Country Planning (Scotland) Act 1997, Initially stripped soils will be placed in storage on the for a period of 5 years. inner side of the northern screening mound. Hours of Working Excavation of overburden and rock will commence at the The current consented hours of working for excavation western end of the Phase 2 excavation area and progress operations are 7.00am to 7.00pm on any day Monday to east‐north‐east. All overburden, unsuitable rock and Friday and 7.00am to 13.00pm on Saturdays. The processing wastage from Phase 2 will be progressively current working hours have been acceptable to the backfilled into the Phase 1 void. As original ground level Planning Authority for previous applications, and it has is reached on the backfill area, soils from the on‐going been demonstrated that works can be undertaken during intermittent stripping operations shall be utilised for these hours without any significant amenity impact. progressive reinstatement. Notwithstanding, Denfind Stone Ltd recognises that best practice requires that impacts should be minimised as far Phase 3 as reasonably possible. Accordingly the following Phase 3 extends the excavation area to the final north‐ reduced hours of working are proposed for the northern north‐western boundary; an additional landtake of some extension operations: 1.4ha. Phase 3 will release an estimated 168,000 tonnes of sandstone over a period of 21 years. • 8.00am to 5.00pm on any day Monday to Friday for soils stripping, mound formation and overburden As excavation works within Phase 2 near completion excavation, haulage and placement; and advance soil stripping works will commence in Phase 3. • 7.30am to 6.00pm on any day Monday to Friday and Stripped soils will be utilised to progressively restore the 7.30am to 1.00pm on Saturdays for the extraction backfill area. and haulage of sandstone.

Excavation of overburden and rock will commence at the No operations shall be undertaken on any Sundays or western end of the Phase 3 excavation area and progress public holidays with the exception of essential east‐north‐east. All overburden, unsuitable rock and maintenance operations. processing wastage from Phase 3 will be progressively backfilled into the Phase 2/3 void. Consideration of Alternatives The proposal relates to the continued working of an Restoration and Aftercare existing operation to allow the extraction of identified The restoration will be partially progressive following reserves contiguous to the site boundary. As the behind the excavation and shall address the stability and development will have no adverse effect on international safety of the areas that have been subject to excavation designations, European protected species or open space, or the effects of excavation. in terms of planning policy, there is no requirement for justification of the proposal against alternative sites. Following the placement of overburden and waste rock from the initial phase of development, the southern The potential to utilise stone from existing quarries quarry will be reinstated. The final topography will be within the Angus region has been considered; this relates grassland to the north with areas of tree and shrub/scrub to Ardownie and Ethiebeaton Quarries near Monifieth planting on the boundaries and on the steeper sloping (Andesite); Waulkmill and Boysack Quarries near areas. It is proposed to retain the existing ponds in the Inverkeilor (andesite and basalt), Hilton of Guthrie north‐ southern area of the quarry. east of Friockheim (andesite and basalt) and Cunmont near Newbigging (porphry intrusion). All of the above The northern quarry void will contain land reinstated to quarries produce aggregate which is unsuitable for grassland and slopes around the final void. Following the

5 processing into dimensional stone or cladding which are addressed briefly below to confirm that their possible Denfind’s main products. relevance has been considered.

With respect to operational sustainability, the applicant Traffic is conscious of the need to conserve minerals and, since The site takes access onto the B961. The existing site 2004, the recovery of waste rock from previous quarrying access has been constructed to the satisfaction of Angus at Pitairlie has been a key part of the Company’s overall Council. The existing access, visibility splays and drains business strategy. Unfortunately, the majority of will be maintained throughout the duration of suitable rock has now been worked within the quarry operations. and reserves will soon run out. The existing processing facility operates under a separate There is a limit to the amount and suitability of available planning permission which allows the processing of up to material, and a significant proportion of this is already 8,000 tonnes of stone per annum. The transport being used efficiently. Whilst recycling is a means of movements in relation to the processing facility were reducing demand for primary aggregates, the demand considered by Angus Council in 2018 during the currently identified within the Angus and wider market determination of the planning application for the facility; area could never be met solely by recycled materials and the Council was satisfied that there would be no issue in there will always be a need for the higher quality product respect of traffic safety or in relation to flooding and derived from the sandstone at Pitairlie Quarry. drainage. There will be no change in current traffic patterns as a result of the proposed extension. Scoping the Assessment An Environmental Impact Assessment Report must In the event that stone was no longer available from identify any likely significant impacts which may Pitairlie Quarry, stone would be imported from external potentially arise from the proposed development at all sources to meet the requirements of the processing stages of the project, including effects of association of facility. In this respect, if the proposed extension did not the development with other existing or proposed go ahead there would effectively be a doubling of HGV developments. movements associated with the processing facility, which would constitute a negative traffic impact. Consideration has been given to the environmental headings which are outlined in the Town and Country On the basis of the above, as the proposal would Planning (Environmental Impact Assessment) (Scotland) minimise traffic movements, it is considered to have a Regulations 2017, namely: population and human health; positive impact in terms of transportation. There will be biodiversity (flora and fauna); land take; soil; water; air; no increase in generated traffic levels over those climate; material assets; cultural heritage and the currently generated. These movements have previously landscape and interaction between any of the foregoing. been assessed and confirmed to be negligible. The Planning Authority has confirmed that further transport In response to a formal scoping opinion request, Angus assessment is not considered to be necessary and that Council identified the key issues, for which potential this matter can be scoped out of the EIA. impacts required to be addressed, as: Cultural Heritage  landscape and visual; A Historic Environment Report has been prepared by  hydrological and hydrogeological; Rathmell Archaeology Ltd which comprises a desk‐based  ecology/nature conservation; assessment and walkover survey. The report confirms  noise; and that there are no known archaeological features within  dust/air quality. the proposed development area and that the proposal would have no significant impact on features outwith the The assessment in relation to human health has been site, either physically or in terms of setting. considered within the relevant headings above e.g. disturbance through noise and the effect of inhalation However, the report does note that there is the potential and respiration of fine airborne dust particles. for the presence of currently unknown archaeological sites within the development area. Accordingly, whilst Impacts in relation to the other headings are either of no further archaeological works are considered little or no significance and, where required, are already necessary prior to determination of the application, to adequately controlled by planning condition. In ensure that no asset will be lost or its setting altered accordance with Circular 1/2017 these headings are without adequate consideration of its significance, in the event that Angus Council is minded to grant planning permission, it is proposed that a planning condition

6 should be attached requiring the submission and LANDSCAPE approval of a Written Scheme of Investigation (WSI) which will make provision for appropriate investigation The landscape impact assessment aims to identify and and, if necessary, excavation and recording prior to the assess the likely impacts which the proposal may have on commencement of excavation operations. With the the landscape. implementation of the proposed mitigation, no significant impact is anticipated with regards to The Landscape Type within which the development is set archaeology. is characterised as ‘Dipslope Farmland’ described as “an extensive area of lowland farmland sloping gently Angus Council’s Archaeological Services has confirmed towards the Angus coast”. that the proposed approach is acceptable and that further reporting in respect of Archaeology/Cultural Overall there would be slight to moderate changes to the Heritage can be scoped out of the EIA. landscape character type in a small area, through the alteration to the typical agricultural landcover associated Land Take with this type. This impact would reduce to slight in the The proposed development area is split between two longer term as much of the quarry area would be land classifications: class 3.1, which is prime agricultural returned to agriculture. land, to the north‐east, and class 3.2 to the south‐west. Some 4.2ha of prime agricultural land will be affected by The restoration of the existing quarry area in the south the proposal; the impact will be temporary on 2.7ha, would have a slight positive impact on the landscape whilst 1.5ha would be permanently lost at that location. character type as the site would partially return to an To compensate for this loss, it is proposed that soils agricultural use. stripped during Phase 1 will be utilised to improve class 3.2 land to the west of the development. Accordingly, VISUAL IMPACT there will be no overall reduction in prime agricultural land. No significant impact is anticipated with respect to A visual assessment has been undertaken using a number land take. of viewpoints that are considered to be representative of the surrounding area. The existing visual impacts are There is no formal public access within the site, or the negligible, due to the hidden nature of the quarry immediate environs, no rights of way or core paths. The workings, the relatively few viewers affected and extension of quarrying will however remove existing medium sensitivity of the nature of the viewpoints. access rights (under the Land Reform (Scotland) Act). This is a temporary restriction and is reversible. For locations in close proximity to the northern and Provision will be made at restoration, for a safe route eastern boundaries of the proposed extension area, (avoiding the historical quarry faces), for informal access impacts are anticipated to be slight to moderate during across the southern site from east to west to be the working life of the quarry extension. These visual reinstated. impacts will reduce to negligible at final restoration. For wider locations visual impacts vary from negligible to Soil slight depending on location. These visual impacts will There is no definable split between topsoil and subsoil on reduce to negligible at final restoration. site. All soils shall be retained on site and utilised for restoration. There are no relevant impacts in relation to HYDROLOGY AND HYDROGEOLOGY the soil resource. An assessment of the existing hydrological and Climate hydrogeological conditions at the site has been The type and scale of development proposed is known to undertaken, and the potential impacts attributable to the have no significant climatic effects. proposed extension have been identified and assessed, and mitigation measures set out, as required. Material Assets The mineral deposit within the proposed extension area Surface water from the surrounding catchments will be is a good quality sandstone that is naturally flat‐bedded prevented from entering the extension area, owing to and has a density and hardness popular with the local topography, and by appropriate use of stonemasons and builders alike, and can be applied to a peripheral bunding and soil mounds. full range of products. There is an established market demand for these products within the Angus region and The groundwater table on a hillside would roughly mirror across the UK. the surface topography, falling from the high points to the north of the site towards the lower ground to the

7 south. The existing quarry has encountered some minor under Section 48 of Countryside (Scotland) Act 1967, is groundwater seepages which are likely to continue as within 500m of the application boundary. There will be operations progress. Piezometers have been installed at no impact on the man‐made hydrologically and the site to allow monitoring of the groundwater table. topographically isolated reservoir site.

All groundwater and surface water collected within the In terms of vegetation the habitats within the application proposed extension area will be diverted to a sump, to area are all man‐made and highly impoverished, allow infiltration into underlying strata via joints and especially the arable land and the existing quarry. fissures. If required, water will be pumped from the northern extension sump to the southern quarry void. Phase 1 habitat surveys of the site were undertaken in The site may continue to use collected water for dust August 2019 and April 2020. Protected species surveys suppression on haul roads during drier periods during were carried out in April 2020. The survey identified the spring and summer, as necessary. If required, surface habitats present within the survey area and included a water within the quarry sump will be pumped to the search for protected species and habitat suitability for processing yard, the water being utilised for processing protected species within an appropriate survey area. operations. The protected species survey included a bat roost risk assessment and surveys for otter, badger, red squirrel, All fuelling and plant maintenance will continue to be water vole and birds. undertaken within the current dedicated area located adjacent to the processing yard, where appropriate There were no identified impacts for any of the controls are in place with respect to handling and protected species within the application area. storage. No fuels, oils or lubricants will be stored within the proposed quarry extension area. Mitigation has been proposed which avoids unnecessary disturbance to established habitat, compensates for the The hydrological report contains a water management loss of, or changes to key habitats, avoids/minimises any plan which ensures that there are no surface or ground potential for impacts on protected species and creates water issues. new habitat.

The proposed development will not increase the The residual impact, assuming successful implementation potential for flooding at any of the identified vulnerable of the suggested mitigation measures, will be an adverse receptors (residential properties), as the development impact of negligible magnitude and will not therefore will not increase flows within field drains or significantly adversely affect local habitats or flora and watercourses. The main impact that development of the fauna. site will have on the hydrological regime of the area is that storage capacity within the catchment area will be The loss of habitat will have a negligible impact. With slightly increased. The extraction of hard rock from the appropriate mitigation there will be no significant impact site will effectively increase the potential surface water on local habitats of flora and fauna. Over the life of the storage volumes within the hydrological catchment area, project, restoration will deliver a net biodiversity gain, thereby slightly reducing flood risk to land and properties beginning with the first phase restoration of the downstream of the site. However, given the size of the southern quarry. site, this is only considered to constitute a negligible beneficial impact. NOISE

The overall impact on surface water and groundwater In order to evaluate the potential noise impact from the from the proposed development is predicted to be proposed quarrying operations the applicant localised and negligible. commissioned Vibrock Ltd, a national independent firm of environmental consultants, to undertake a study of ECOLOGY the ambient noise levels at nearby sensitive locations. Noise levels were predicted based on probable plant In order to evaluate the potential ecological impact from deployment for the proposed operations. the proposed quarrying operations ECOS Countryside Services LLP was commissioned to Provide an Ecological Site operations shall meet the relevant best practice as Impact Assessment (EcIA) in respect of proposed detailed within Planning Advice Note 50 (PAN 50) Annex development at Pitairlie Quarry. A. The proposed noise control measures along with effective day to day site management shall ensure that There are no Statutory designated sites within the the proposed development is undertaken without application boundary. Monikie Country Park, designated significant noise impact.

8

There shall be no residual impacts from the development Excavation operations with the southern quarry in terms of noise climate. excavation will be completed and the only works in this area will be the short‐term placement of overburden to AIR QUALITY complete restoration. The landscape, noise and dust assessments within this report have considered the In order to evaluate the potential impact on air quality proposal with respect to the cumulative impact of the from the proposed extension of quarrying operations, northern quarry excavation and southern overburden the applicant commissioned DustScanAQ, an placement when undertaken in tandem with the independent dust and air quality consultancy, to operation of the processing facility. The assessment has undertake a dust and air quality impact assessment. demonstrated that impacts are within acceptable parameters. An assessment of the significance of the environmental impact of the potential nuisance arising from fugitive Cunmont Quarry is located approximately 1km to the dust associated the future development of the site over west‐south‐west. It is understood that the only the operational period has been undertaken. operations currently being undertaken at Cunmont relate to recycling operations and a road maintenance depot. This assessment has given consideration to the method However, the Angus Review of Mineral Operations does of working, the dust control measures to be employed, identify a potential reserve of some 2 million tonnes and the duration of potential dust generating activities, planning permission at the quarry is valid until 2042. meteorological conditions, and the location and Accordingly, it is possible that Cunmont will recommence sensitivity of receptors. quarrying at some point in the future. Given the separation distance, even with quarry production on‐ A Site Dust Management Plan for extraction, haulage and going at Cunmont, there is unlikely to be any significant restoration operations shall be implemented on site. The cumulative operational impacts and cumulative impact is regulation and control of potential nuisance dust from likely to be restricted to that of HGVs on the public road the site shall be based around the principal of "best network and, as there will be no change to existing practice" and emphasis is placed on day to day site vehicle movements in relation to Pitairlie, the proposed management to identify on‐going requirements for dust northern extension will not have any cumulative impact mitigation. on traffic movements.

The proposal makes provision for the on‐going Having regard to the separation distance any cumulative monitoring of dis‐amenity dust and for an initial period impact is anticipated to be negligible. of monitoring of finer particulate matter (PM10). WASTE MANAGEMENT PLAN The possibility of a cumulative dust impact, attributable to two or more mineral workings, or other The Management of Extractive Waste (Scotland) developments, operating in close proximity, has been Regulations 2010 require that mineral planning considered; cumulative impacts are assessed as applications must include a Waste Management Plan negligible. (WMP).

The assessment has concluded that operations can be Extractive waste from the proposed operations will undertaken without exceeding the Air Quality Objectives constitute soils, overburden, predominantly unsuitable for PM10 and PM2.5. rock (shales, silts and mudstones) and waste rock from the cutting and processing of stone. All of these If the control of dust emissions and mitigation of the extractive wastes will be managed on site appropriately potential environmental impacts of dust from the and utilised in the reinstatement of the site; no proposed operations is implemented through the Site significant environmental impacts are anticipated in Dust Management Plan, the overall effect on air quality is relation to extractive waste. assessed as slight adverse and is therefore considered to be not significant. Given the limited potential for any impact, detailed control of these materials through a WMP is not required CUMULATIVE IMPACT and, in such situations, the Regulations make provision for a waiver of the requirement for a WMP. Appendix 3 The possibility of a cumulative impact, attributable to contains an application to waive the requirement for a two or more operations working in close proximity has WMP. been considered.

9 OVERVIEW For further Information contact:

It is recognised by Denfind Stone Ltd that the proposed William Booth extension requires to be undertaken in compliance with Dalgleish Associates Ltd current planning and environmental guidelines. Due Mineral & Planning Consultants regard has been taken of these factors and measures 1 Sinclairs Street devised to mitigate against any potential impact resulting Cathedral Square from the proposal. The method of working has been Dunblane, FK15 0AH designed on engineering principles which will enable safe Tel: 01786 822339 working both for site personnel and members of the email: [email protected] public, while ensuring stability of the surrounding land.

No quarry development can be designed to have no adverse environmental impacts, although mitigation measures can negate many of these, lower the magnitude of others and reduce the probability of significant impacts occurring. Following the implementation of the mitigation measures described in the Environmental Impact Assessment Report the overall environmental impact of the proposal is considered to be slight reducing to negligible at restoration.

There are material considerations relating to the identified need for consented natural building stone reserves in the Angus Region and the minimisation of haulage distances through the provision of a local supply adjacent to the processing facility, which favour the grant of the permission sought. The proposal would also secure a source of long‐term local employment.

It is considered that, in planning terms, the proposal is in accordance with National and Development Plan policy and that the positive benefits identified outweigh the identified minor disbenefits.

10 349300 349400 349500 349600 349700 349800 349900 350000 350100 350200 350300 350400 350500

Denfind Plantation

737900 N

) m (u Path (um) h at n P 139.7m 143.9m

Bona Vista The Elms

Issues

737800Tra 737800 ck Limberhurst Monikie Memorial Hall

Naraden

TCB (dis)

131.4m Hamewith Cat's Cave 737700 GP 737700

Sinks 737600 Track 737600

122.2m

Iss

118m

737500 Pitairlie Den Plantation 737500 Pitairlie Moor Tr ack Pitairlie Den Plantation Iss

ck ra

737400 T 737400

m m

5 5

2 2

1 1 837200

Denfind Tra ck 104.5m Legend 737300 Issues Issues Planning Application Boundary

k

Trac 6

Pitairlie Den 104.9m 737200

T rac Pitairlie Bridge Cairndale Cottage k Sinks

Issues Pitairlie Burn

1 6 9

737100 B

98.2m Sheep Dip Pond

Sewage Works 349300 349600 349700 349800 349900 350000 350100 350200 349400 349500 0100m 200m

89.4m Scale Cattle grid

Drain © Crown copyright and database rights 2016 Ordnance Survey AL 100010670 350200 349800 349700 349900 350100 349600 350000 350300 (u h 14 at 140 0 P 134.667 139.7 1 3 13 0 5.0 0 Bona Vista The 13 4. 50 Elms

13 4.0 N 0

13 3. 50 Issues

1 33 737700 .00 135.00

134.5 132 0 Limberhurst .50

126.00 13 131.761 2.0 1 0 134.00 3 Monikie 5 Memorial Hall 131 .50 13 3. 50 125.50

1 33 .00 125.00 13 2. 13 50 0.00

1 3 2 1 12 .0 Naraden 24.50 9.50 0

13 1. 12 50 9.00

1 124 31 .00 .0 12 0 8.50

13 0. TCB (dis) 50 1 12 8.00 3 1 23. 13 5 50 0. 00 127 128.769 .50 12 9. 50 131.4m 1 12 23.0 7.0 0 0 12 9. Hamewith 00

12 1 6.50 28 .50 737600 737600 1 22 .50 1 GP 126 28 .00 .00

122.00 12 5.50

121.50 12 5.0 130 0

121.00 1 24 .50 12 6. 00 128.50 20.50 1 12 1 5.5 24 0 128.00 .00 126.198 125 120.00 .00 127.50 1 1 24. 127.00 23 50 .50 12 119.50 1 6.50 24 .0 0 1 26.0 1 0 23 .00 1 25 .50 12 2. 125.0 50 0

1 1 22 123.239 2 .0 4 0 123.034 .5 124.345 0

12 1. 1 50 2 0 4 . 0 0 . 0 12 1 1. 2 00 1 50 0 2. .50050 2 2 2.1. 1 1 1 12122 Sinks 1 20 1 1 8 .5 1 .0 0 1 7 0 1 .5 1 7 1 . 0 1 1 1 6 0 2 1 . 0 0 1 6. 5 .0 1 0 0 2 1 5 00 1 .5 119 5 0 .50 1 .0 5 14. 0 737500 737500 5 0 11 114 9.0 .0 0 1 1 0 121.640 2 13 1 1 .50 18 .0 123.00 1 .50 0 0 113. 5 00 11 8.00 112 .50 1 1 112.0 17.5 22 0 0 .50 11 7.00 11 6.50 122.2m 122 11 .00 6.00 11 5.50 1 21. 11 50 5 0 .0 00 0 .05 0 11 . .0 4.50 11 .5 1 22 22 21 1 1 22 .0 114.00 11 0 11 2 1 7. 0 0 50 13.5 . 1 118.842 0 1 0 12 17 3.00 1 50 0.5 .0 11 1 2.00 0 0 9 22.50 .50 . 12 . 0 1 112 5 121.00 1 1 1 5 6.5 1 0 120.00 0 1 1 12 1120. 12 2 9 0. 2 0.0 11 1 . 50 1 0 . 0 1 0 6 0 0 1 .0 .0 1 8 1 0 11 20 1 1 . 5 21 1 1 8 5 .5 1 .0 . 0 11 1 0 0 1 1 7 0 9.5 1 7 . 0 1 5 0 5 1 . .0 6 0 0 0 1 1 1 6 . 0 1 1 1 5 4 . 0 .5 1 1 5 0 1 5 . 0 1 0 1 5 1 4 . 1 1 1 0 9 4 1 0 0 .5 . 4 . 00 0 1 0 5 . 0 5 . 19 1 0 1 9 1 2 . 1 3 0 120.5 0 0 1 1 1 0 1 3 . 0 1 .5 3 5 1 0 9 0 1 . . 1 0 00 11 1 2 0 3.0 1 .5 0 2 0 1 1 .0 9.00 5 1 1 0 11 2 9 . 1 1 5 0 . 118.50 18 1 1 5 .5 1 1 0 112 0 2 1. 210.50 .0 0 12 .00 0 0 1201.0 118. 1 120..500 50 1 1 1119.500 1 10. 1 19.000 . 50 1118.50 5 1178..00 118.00 1 1 0 117.050 1 18. 0 11178.00 11 00 117..0500 8 0 16.50 .0 5 .00 1 0 0 0 113.313 11 11 0 7. 117.50 6.5 50 117 109.50 11 .50 11 11 6 1 1 116 .0 1 111 1 6 . 0 7 00 11 111 7 .50 .0 . 11 11 667 .0 00 0 11 09 111 11 55 . ..0 0 7.00 1 11 111 44 . .505 0 11 11 11 33 . .50 000 7.0 11 11 122 . .50 00 0 .50 1 01 01 . .0.50 00 1 1 Pitairlie Den Plantation 108 0 90 . .05 000 16. 1 9 . 6 ..505 00 00 . .00 0 000 50 08 0 116 1 .50 1 737400 50 16 7. 11 .50 0 1 6 1 1 0 .0 00 1 0 8 0 7. 1 0 8 . 1 0 1 0 7 . 5 15. 1 1 11 07.. 0 0 50 16.0 111.390 0 006 5 0 0 1 .5 56.5000 11 1 T 6 ..00 5 6. r 10 50 .5 00

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. . 0 110010 .0 1 11000 112.50 0 1 1 Planning Application Boundary 1 1 2. 0 0 112. 0 0 00 . 0 0 0 0 . 1 9 9 112.00 11 1. 50 111.50 .50 50 1 11 0. 1 1 10 1 .0 1 0 0 0 0.0 1 0 2 1 50 1 111.00 0 . 0 0 . 0 0 1 9 0 0 0 . 7 . 1 9 0.00 1 0 00 . 1 0 5 . 0 10 . 0 5 1

0 0 1 9 0 0 0 5 . 0 9.5 9..050 9 9 .5 0 0 0 0 0 9 5 . 9 0. k 9 89. 0 98 .0 0 1 11 0 9 . 50 8 .5 98 . 0 9 7 0 c 0 97 .050 9 7.00 976..000 9 7 a 0 9 6 .5 0 . r .0 9995 .0 0 0 99 954.5 0 .50 0 94.0 .00 110.0 110 .5 T 3.5000 99 0 0 10 9 3..05 98.5 1 992 8.00 97..500 96..500 965.500 109. 954.500 50 0 9493.500 .0 737300 50 932.500 .00 0 91. 91.50 110 1 910.050 1 10 0 9.0 1.0 .00 0 99.00 9 90 0 98.00 89.50 1 .5 1 0 10 9 1 8 9.50 0 0 0 . 97.0 50 1 00 89.00 1 96. 1 08 9 0 .0 5.00 7 0 88.50 . 0 5 0 0 0 0 Gate 10 . 94 . 9.00 09 .00 7 1 0 93 1 .00 0 .5 08

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106.50 106.00

0 0 0 0 . 0 10 0 5.50 . 0 0 4 . 0 3 . 0 0 2 0 0 . 1 1 0 0 1 0 0 . 1 0 1 9

1 0 9 105.0 104.5m 104.50

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9 5 . 0 6 0 9 . 0 5 0 9 . 0 4 0 9 . 0 3 0 9 . 2 0 9 . 1 9 10 0 0 3.5 9 .0 0 9 89 349800 350100 349900 349600 349700 0 350000 0 100m .0 0 9 .0 0 103.00 8 0 .0 0 9 1 .0 0 9 2 .0 0 9 3 0 0 9 . 4 .0 0 102 9 0 .5 5 . 0 0 9 0 6 0 .

9 0 7 0 .

9 0 8 0 . 0 1 9 0 0 . 2 9 .00 0 0 9 .

0

1 0

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1 2 103.00 101 0 .50 1 Scale

Issues 101 .00 © Crown copyright and database rights 2016 Ordnance Survey AL 100010670 350200 349800 349700 349900 350100 349600 350000 350300 (u h 14 at 140 0 P 134.667 139.7 1 3 13 0 5.0 0 Bona Vista The 13 4. 50 Elms

1 34 N .00

1 33 .50 Issues

13 d 3.0 1 737700 Bun 0 35.00 h 13 134.50 Limberhurst 2 Hig .50 126.00 m 1 32 3 131.761 .00 1 134.00 Monikie 3 3 5 Memorial Hall 131 .50 m 1 33 .50 125.50 H 13 3. i 00 125.00 g 1 32 13 .50 0.00 h

1 3 2 .0 Naraden 12 12 0 4.50 9.50 B

13 u 1. 12 50 9.00 n 1 12 31 4.00 .0 12 0 8.50 d

13 0. TCB (dis) 50 1 12 8.00 3 1 23. 13 5 50 0. 00 12 128.769 7.50 12 9. 50 131.4m 12 12 3.0 7.00 0 4 12 2 9. Hamewith 1 00 6 5 12 2 2 1 6.50 1 1 28 737600 120 .50 737600 122 .50 21 GP 1 1 12 26. 8.0 00 2 1 0 12 23 122.00 12 5.50 13 123 1 121.50 1 12 5. 2 0 1 00 1511 7 30 h61 1 9 c11 0 121.00 1 1 24 1 n 6 6 .500 1 12 2 e8 1 6. 1 1 1 0 2 B11 0 5 0 128.50 120.50 1 5 1 125 12 d 7 1 .50 128. 4. 0 2 00 00 a 1 126.198 1 2 12 20.00 e 1 5.0 127.5 1 h 104 0 0 0 2 4 0 1 1 2 1 k 5 1 24.5 27.00 1 23 0 1 0 c.50 1 1 1 9.50 0 26. 11 o 12 50 3 4. R 6 00 0 12 1 6.00 12 1 3.0 2 0 1 1 25 19 8 7 0 .50 0 1 11 1 12 1 5 2 2 1 1 5 2 02 0 1 12 1 1 1 .5 5.00 6 1 0 1 9 1 11 1 1 1 22 7 123.239 2 .0 4 0 1 8 123.034 . 124.345 3 1 5 7 10 6 0 0 12 1 1 11. 1 1 50 5 2 4 0 0 4 . 0 1 1 0 0 1 1 . 0 5 12 1 0 1 2 2 . 1 1 1 00 1 0 1 50 00 6 9 2. .5.050 1 2 2 . 1 9 01 1 2221 Sinks 1 2 1112 8 0 0 2 13 . 1 . 5 0 2 1 0 0 7 1 1 2 1 . 0 1 5 4 9 1 1 7 0 1 1 .0 8 1 116.006 0 20 1 .5 .0 1 0 0 2 1 5 1 .5 11 119 5 0 .50 1 .0 5 737500 737500 1 0 4. e 50 11 114 5 t 9.0 .0 0 1 0 1 121.640 2 11 1 1 3.5 2 u 11 . 123.00 0 6 1 8 2 0 1 1 1 .50 1 0 0 113 o .0 1 5 0 1 11 0 R 8.00 2 1 1 12.50 1 9 1 112.00 l 2 17.5 22 0 1 .50 0 11 1 u1 7.00 8 1 1 a 16.5 7 1 0 122.2m 1 122 116 1 .00 H .00 6 115 1 / .50 1 12 2 1.5 1 11 0 5. 0 00 0 00 p 1 1 . .50 0 14.50 11 . .5 1 22 22 21 1 1 2 . 114.00 11 2 00 11 1 2 1 7. 0 0 50 113.5 . 1 118.842 0 1 0 12 17 m 1 3.00 1 50 0.5 .0 1 11 1 2.00 0 0 1 9 22.50 7 .50 . 12 . 0 1 0 12 5 1 1.0 1 11 21 0 6.5 a 1 0 120.50 0 0 1 1 12 .0 9 120. 120 120.0 11 2 1 . 50 1 0 . 0 1 0 6 1 0 . .0 1 8 0 1 0 1 0 1 0 1R0 1 2 1 1 . 4 5 5 21 1 1 8 .5 1 .0 . 0 11 1 0 0 1 1 7 0 9.5 1 7 . 0 5 1 5 0 1 . .0 6 0 0 0 1 1 1 6 . 0 1 1 1 5 4 . .5 1 1 5 0 0 1 5 . 0 1 0 1 5 1 4 . 1 1 1 0 9 4 1 0 0 .5 . 4 . 00 0 0 1 5 0 .5 19. 1 0 1 1 2 . 9 1 5 3 0 120. 0 0 50 1 1 1 1 3 . 0 1 .5 3 5 7 0 1 0 0 1 . 0 6 9 0 e .0 1 1 2 0 11 1 2 0 1 3 1 1 . t 9 .0 5 1 0 2 0 1 8 1 1 1 .0 1 19.00 5 1 1 0 1 2 u 1 9 . 1 1 5 0 . 1 118.50 18 1 1 5 1 .5 1 11 0 o 1120 0 2 . 21..50 .0 00 12 00 0 1201.00 118.5 1 R 120..050 0 1 1 1 1119.500 1 1 10.5 11 9.00 . 0 l 1 8.50 5 1 18.00 00 0 1117.50 118. 11 1 7 1 1 .00 118 1 8.0 0 11117..5000 1 0 u 7.5000 8. 0 0 0 3 16. 5 .00 1 0 0 113.313 11 0 6 a 1 1 17 0 .5 117.50 1 6.5 0 117 1 1 1 11 .50 09H.50 1 1 1 1 4 9 111 6 1 1 1 1 6 .0 1 0 / 0 11 1 176 .0 0 7 1 0 11 11 7 .5 0 .0 0 1 . 111 11 66 . .0 0 0 11 09 11 111 55 ..50 0 7.00 1 11 11 344 ..50 00 117 111 11 23 .. .50 00 .00 1 8 p 0 11 11 12 ..050 00 .5 01 01 ..05 00 1 1 Pitairlie Den Plantation 1 0 08 0 90 . .05 000 16 1 1 9 . .05 0 .00 6 1 .05 00 .5 0 1 .00 000 0 08 116. 737400 2 9 1 50 1 7 m 0 16 1 0 .5 1 .5 07 16 0 1 1 1 1 .0 0 0 1 0 0 a .0 107.0 8 1 7 8. 1 0 1 7 . 5 15. 0 1 1 1 0 . 0 0 50 16.0 111.390 2 8 0 0 6 5 0 0 1 .5 56 .5000 2 11 1 T R 06 ..00 5 6. 1 5 . 0 837200 0 5 0

r 0 0 1

a 0 1 0

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0 7

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1 0 0 05.

0 0 9 0 1 1

0 1 0 . 2 .5 115

Pitairlie Den 04 6 04 .00

1 0 1 1 1

1 1

.0 1 1 .00 114.50 9 114.50 5.0 3 0 4 0

0 10 1 1 1 .00

1 0 115.50 1 1 0 114 1 3.5 115..050 .50

9 8 10 114.50 1 1 1 114.00

1 2 113.50 114.5

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2. 111 0 1 5 .0 1 0 1 1 0 11 0 114 11 110.50 .00 1 1 2.0 1 0.00 13.50 1 5 102 4 0 09 1 5 .50 11 10 .50 113.5 5 1 1 1. 109.0 0 1 1 1 50 1 8.50 8 11 1. 108. 0 1 1 0 01 .0001 07 00 07 1 0 0 6. 0 1 .50 1 .5 1 113. 5 170.0500 07 0 50 1 0 9 . 1 0 . 0 1 1 .0 0 0 1 9 . 50 06 0 1 0 9 . 1 0 9 . 00 8 1 .5 1 .00 5 0 1 0 1 0 0 3 8 . 8 . 0 6 1 1 0 0 0 1 0 8 .5 0 1 .0 1 113.00 1 0 8 . 1 0 7 .0 0 1 05 0 5 1 7 5 1 .5 1 0 7 . 0 110 6. 00 05 0 1 0 7 0 0 10 6. 9 1 .00 1 0 6 .5 0 10 04 .0 0 10 .50 1 0 6 .5 0 4.0 113.00 1 0 5 .0 0 500 0 1 1 5 .5 0 5. 0 0 1 1 04 .0 0 0 5..5 0 7 2 0 1 04 .5 0 1 0 4 .0500 .5 1 03 .0 0 110043..0 0 0 112.50 1 03 .5 0 1 0 3 .5000 1 0 . 4 02 .0 0 110022 .5000 0 . 0 0 1 . 0 Planning Application Boundary 5 1 .5 1 . 0 110010 .0 1 11000 112.50 0 1 11 1 2. 0 0 112 0 0 .00

. 0 6 6 0 0 1

0 . 1 1 1 9 0 9 1 112.00

01 11 1 1 1 15 .5 1 1 0 105 111.50 14 .50 50 1 1 11 00. 1 1 1 1 1 2 0 3 .0 1 0 103 0 1 11 0 0 .0 1 Progressive Restoration 0 1 1 0 2 1 1 50 1 111.00 0 0 . 0 0 . 0 112 0 1 9 0 0 0 0 . 0 . 1 9 0.00 7 1 0 0 . 1 0 9 0 5 . 0 10 . 0 5 1 0 0 9 1 9 0 0 0 5 . 0 9.5 9..050 9 9 .5 0 7 0 0 0 9 1 . 9 9 . 0 9 8 .0 0 11 110.5 k 9 0 1 0 98 . 0 8 9 8 .5 9 8 .5 0 9 7 0 0 9 c 97 .050 9 7.00 9 976..000 9 9 11 7 a 0 9 6 5 7 0 . 0 9 . 0 0 r 9. 995 .0 0 9 0 9 9545.5 0 110.50 5 T 94.0 9 .00 110.00 0. 9 3.45000 6 99 0 1 1 9 3..05 98.5 0 1 03 992 8.00 9 1 97.500 96.500 965..500 109 954.500 .50 0 737300 943.500 .0 93.50 91.50 921.050 110.00 10 910.050 1 10 0 9.0 1.0 .00 0 99.00 9 90 1 0 0 98.00 89.50 8 1 .5 1 Proposed Woodland Planting 2 0 10 9 1 8 9.50 0 0 97.00 1 .5 1 1 .00 0 0 9 89 1

6.0 1 0 9 0 9 0 8 0 . 95.0 0 0 0 1 7 0

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8 8 3 0

7

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97 89 0 1 107.50

1 0 9 7.0 1 10 6 9 9 107.00 1 9 90 .50 9 8 9 06 0 1 1 0 7 9 0 1 0 9 9 1 9 106.50 106.00 1 0 6 9 2 0 1 0 5 0 9 0 0 9 . 0 10 0 5.50 . 0 0 4 . 4 3 0 3 . 0 0 2 0 0 . 1

1 0 0 1 0 0 . 1 0 1 9

1 0 9 105.0 9 104.5m 8 104.50

0

0

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8 0 0 10 . 0 4.0 7 0 0 5 9 . 0 6 0 9 . 0 5 0 9 . 0 4 0 9 . 0 3 0 9 . 2 0 9 . 1 9 10 0 0 3.5 9 .0 0 9 89 349800 350100 349900 349600 349700 350000 0 100m 0 .0 0 9 .0 0 103.00 8 0 .0 0 9 1 .0 0 9 2 .0 0 9 3 .0 0 9 4 .0 0 10 9 0 2.5 5 . 0 0 9 0 6 0 .

9 0 7 . 0

9 0 8 0 . 0 1 9 0 0 . 2 9 .00 0 0 9 .

0 1 0

1 0 0 .

1 2 103.00 10 0 1.50 1 Scale

Issues 101 .00 © Crown copyright and database rights 2016 Ordnance Survey AL 100010670 350200 349800 349700 349900 350100 349600 350000 350300 m (u h 14 at 140 0 P 134.667 139.7m 1 3 13 0 5.0 0 Bona Vista The 13 4. 50 Elms

13 N 4 .00

13 3. 50 Issues

13 d 3.0 1 737700 Bun 0 35.00 h 13 134.50 Limberhurst 2 Hig .50 126.00 m 1 32 3 131.761 .00 1 134.00 Monikie 3 3 5 Memorial Hall 131 .50 m 1 33 .50 125.50 H 13 3. 13 i 00 125.00 1 g 1 32 13 .50 0.00 h

1 1 3 2 2 12 .0 Naraden 124.5 9.5 8 B 0 0 024 1 1 13 u 1. 5 12 2 50 12 9.00 7 n 1 12 122 31 4.00 .0 128 d 0 .50 1 1 6 2 2 2 13 TCB (dis) 7 1 0. 2 1 50 1 1 1 6 28.0 3 0 1 1 23. 1 13 5 50 0 0. 3 2 00 2 7 12 0 128.769 1 7.50 1 29 0 .5 4 1 12 ch 6 0 131.4m 123 2 2 9 0127 .00 1 2 1 n1 1 .00 1 2 1 29 Hamewith 5 1 e 1 .0 2 0 1 B 0 12 5 1 d 6.50 28 737600 a .50 737600 122 .50 e 5 GP h 1 12 2 8 k 6.00 2 .00 c 1 o 28 122.00 1 R 7 125 0 .5 123 1 0 121.50 2 9 8 2 12 1 0 1 1 5. 27 1 2 1 1 1 0 3 0 0 22 121 1 1 24 1 1 1 1 121.00 7 1 2 24 6 6 .50 12 0 6.0 1 8 2 0 128.50 0.50 4 0 12 0 2 12 1 1 1 0 1 2 1 5.5 241 2 25 0 128.00 1 1.00 2 1 126.198 0 1 12 120.00 2 1 5.0 127.50 4 0 a 0 2 e 124 127.0 12 1 .50 0 3. 1 1 r 50 6 0 1 8 126 119.5 5 A 1 .50 1 1 2 4. 1 0 0 l 0 l 126 .00 1 i 12 3. f 124 00 k 1 12 1 c 5.5 0 0 0 12 a 1 2 12 .5 1 5.00 7 0 23 B

1 1 22 123.239 2 .0 4 0 123.034 .5 124.345 0

12 1 1. 1 50 2 0 0 4 . 0 0 0 . 0 12 1 1. 2 1 00 1 50 0 9 0 2. .5 0050 0 2 22.1. 1 9 1 1 1 12122 Sinks 1 20 2 1 1 8 .5 2 1 .0 0 7 1 . 0 1 5 4 9 1 7 0 1 1 .0 8 1 11 6 0 2 1 0 1 .5 .0 6 1 1 .00 0 0 2 1 5 1 . 1 11 5 0 9 5 0 .50 .0 5 737500 737500 1 14 0 . 5 e 50 11 114 t 9.0 .0 0 1 0 121.640 2 11 1 1 3.5 2 u 1 . 123.00 0 6 18 2 0 1 1 1 .50 1 0 113 o 0 .0 1 5 0 1 11 0 R 8.00 2 1 1 12.50 1 9 1 112.00 l 2 17.5 22 0 1 .50 0 11 1 u1 7.00 8 1 1 a 16.5 7 1 0 122.2m 1 122 116 1 .00 H .00 6 11 1 / 5.50 1 1 2 21. 1 11 50 5. 0 00 0 00 p 1 . .50 0 114. 1 . 5 50 12 . 1 22 2 21 1 1 2 . 114.00 11 2 00 11 2 1 7. 0 0 50 113.5 . 118.842 0 1 0 12 17 m 1 3.00 1 50 0.5 .0 11 1 2.00 0 0 1 9 22.50 7 .50 . 12 . 0 1 0 12 5 1 1.0 1 1 1 21 0 6.5 a 1 0 120.50 0 0 1 1 12 .0 9 120 120 120.0 1 2 1 . .50 1 0 1 . 0 0 6 1 0 1 . .0 1 8 0 1 0 1 0 1 0 1R0 1 2 1 1 . 4 5 5 21 1 1 8 .5 1 .0 . 0 11 1 0 0 1 1 7 0 9.5 1 7 . 0 1 5 0 5 1 . .0 6 0 0 0 1 1 1 6 . 0 1 1 1 5 4 . 0 .5 1 1 5 0 1 5 . 0 1 0 1 5 1 4 . 1 1 1 0 9 4 1 0 0 .5 . 4 . 00 0 0 1 5 0 .5 19. 1 0 1 1 2 . 9 1 5 3 0 120. 0 0 50 1 1 1 1 3 . 0 1 .5 3 5 7 0 1 0 0 1 . 0 6 9 0 e .0 1 1 2 0 11 1 2 0 1 3 1 1 . t 9 . 00 2 5 1 1 8 1 . 0 1 1 0 1 19.00 5 1 1 0 1 2 u 1 9 . 1 1 5 0 . 1 118.50 18 1 1 5 1 .5 1 11 0 o 1120 0 2 . 21..50 .0 00 12 00 0 1201.00 118.5 1 R 120..50 0 1 0 1 1 1119.500 1 1 10.5 11 9.00 . 0 l 1 8.50 5 1 18.00 0 0 1117.50 118.0 11 1 7 1 1 .00 118. 1 8.0 11117.5000 1 0 u 7.5000 8. 0 0 0 3 6. 5 .00 11 0 0 113.313 11 0 6 a 1 1 17 0 .5 117.50 1 6.5 0 117 1 1 1 11 .50 09H.50 1 1 1 1 9 1 6 4 11 1 .0 1 0 11 1166. 0 17 1 / 0 11 1 7 0 0 1 11 7 . .5 0 .0 0 1 . 111 11 66 . 0 0 0 11 09 11 111 55 ..50 0 7.00 1 11 11 344 . .50 00 11 11 11 23 .. .50 00 7.00 1 8 p 0 111 11 12 ..050 00 .5 01 01 .. 5 00 1 1 Pitairlie Den Plantation 1 0 08 0 90 . .050 00 16 1 1 9 . .05 00 .00 6 1 1 0 .05 000 .5 0 8.0 00 0 737400 2 9 10 116.50 1 7 m 0 16 1 0 .5 1 .5 07 16 0 1 1 1 1 .0 0 0 1 0 0 a .0 107.0 8 1 7 8. 1 0 1 7 .5 15. 0 1 1 110 . 0 0 50 16.0 111.390 2 8 0 0 6 5 0 0 1 .5 56 .5000 2 11 1 T R 06 ..00 5 6.0 837200 1 50 .5 0

r 0 0 1

a 0 1 0

0 1 0 0

c 0

. 1 . 0 1

k 0 6 .

0 7

8 0

6

.

0 1 0 11

7 1 5

. 5 . .5 0 1 0 1 .

6 . 15 0

0 . 5 5 5 0

1 0 1

0 0 0 1 1 1

0 15. 0 1 1 1 5 1 0 1 0 00 .5

1 0 0 05.

0 0 9 0 1 1

0 1 0 . 2 .5 115 Pitairlie Den 04 6 04 .00

1 0 1 1 1

1 1

.0 1 1 .00 114.50 9 114.50 5.0 3 0 4 0

0 10 1 1 1 .00

1 0 115.50 1 1 0 114 1 3.5 115..050 .50

9 8 10 114.50 1 1 1 114.00

1 2 113.50 114.5

0 8 0 0 0 0 11 14.0 7 3 1 02. 0 1 0 1 .00

1 .0 12.50 1

0 03 112 14.0 1 0 1 .00 0 1 6 1 3 1 1 111.5

2. 111 0 1 5 .0 1 1 1 0 11 Legend 0 1 0 10 4. 11 11 .50 00 1 1 2.0 1 0.0 13.50 1 5 102 4 0 09. 0 1 1 5 .50 11 10 50 13.5 5 1 1. 109.0 0 1 1 11 50 1 8.50 8 11 1 108. 0 1 1 0 .01 .0001 07 00 07 1 0 0 6. 0 1 .50 0 1 .5 1 113. 5 170. 0 07 0 50 1 0 9 . 1 0 .5 1 1 .0 0 0 1 9 .050 06 0 1 0 9 . 1 0 9 . 00 8 1 .5 1 .00 5 0 1 0 8 . 0 1 0 0 3 8 . 6 1 1 0 0 1 0 8 .5 0 1 .0 1 113.00 1 0 . 0 1 0 7 .0 0 1 05 0 8 5 0 1 7 5 1 .5 1 0 7 . 110 6..00 05 0 1 0 7 0 0 1006 9 10 .00 1 0 6 .5 0 1 4. .0 0 10 50 1 0 6 .5 0 4.0 113.00 1 0 5 .0 0 500 0 1 1 5 .5 0 5. 0 0 1 1 04 .0 0 0 5..5 0 7 2 0 1 04 .5 0 1 0 4 .0500 .5 1 03 .0 0 110043..0 0 0 112.50 1 03 .5 0 1 0 3 .5000 1 0 . 4 02 .0 0 110022 .5000 Planning Application Boundary 0 .5 0 1 0 1 ..5 0 1 . 0 110010 .0 1 11000 112.50

0 1 11 1 2. 0 0 112.0 0 0 0

. 0 6 6 0 0 1

0 . 1 1 9 1 0 9 1 112.00

01 11 1 1 1 15 .5 1 1 0 105 111.50 14 .50 50 1 1 11 00. 1 1 1 1 1 2 0 3 .0

1 1 0 0 103 0 1 1 Progressive Restoration 0 0.0 1 1 1 0 1 2 1 1 50 111.00 0 0 . 0 0 . 0 0 112 0 1 9 0 0 0 . 0 . 1 9 0.00 7 1 0 0 . 1 0 0 5

. 9 0 10 . 00 5 1 0 9 1 9 0 0 5 0 . 0 9.5 9..050 9 9 .5 0 7 0 0 0 9 0 9 1 5 . 9 . 9 8 .0 0 11 110. 9 0 1 k 0 98 . 50 8 9 8 .5 98 . 0 9 7 0 0 0 c 977. 50 9 7.00 9 9 6..000 9 9 11 7 a 0 9 6 .5 7 0 . r .0 9 5 .00 0 9 995550 9 0 0 9 9 4. 9 0 110.50 .5 T 9 0400 6 99.0 110.00 0 993..5050 .50 10 11 3 932. 98 0 9 10 9 978.500 976..050 96.050 954.050 109.50 737300 94.3.050 00 93.050 . 91.50 921.050 110.00 10 910.050 1 10 0 9.0 1.0 .00 0 99.00 9 90 10 89.50 8 50 Proposed Woodland Planting 98.00 1 . 1 2 0 10 9 1 8 9.50 0 0 97.00 1 .5 1 1 .00 1 0 0 9 89

6.0 1 0 9 0 9 8 0 0 . 95.0 0 0 0 1 7 0

.50 . 1 8 9 3 8 0 5 0 00 2 9 Gate0 0 10 . 0 . 94 0 3 6 9.00 09 .00 1 7 1 1 1 0 9 0 9 1 1 3 5 .0 0 0 4 1 0 .5 0 7 8 5 0 0 8 1

8 8 3 0

7

7 1

7 0 0 9 108 . .50 . . 5 1 . 5

0 0 . 0 8 0 0 2 0 4 0 0 7 . 8 8 8 0 1 1 9 9 98 108.00 1 1 Proposed Scrub Planting 06 7 0 2 .5 50 9 0 7. 10

9 89 0 1 107.50

1 0 9 7.0 1 10 6 9 9 107.00 1 9 90 .50 9 8 9 06 0 1 1 0 7 9 0 1 0 9 1 9 9 106.50 106.00 1 0 6 9 2 0 1 0 5 0 9 0 0 9 . 0 10 0 5.50 . 0 0 4 . 4 3 0 3 . 0 0 2 0 0 . 1 1 0 0 1 0 0 . 1 0 1 9

1 00 9 105. 9 104.5m 8 104.50

0

0

0

. 0 1 0 . 0 8 0 0 10 . 0 4.0 7 0 0

9 5 . 0 6 0 9 . 0 5 0 9 . 0 4 0 9 . 0 3 0 9 . 2 0 9 . 1 9 1 0 0 03.5 9 .0 0 9 9 349800 350100 349900 349600 349700 8 350000 0 100m 0 .0 0 9 .0 0 103.00 8 0 .0 0 9 1 .0 0 9 2 .0 0 9 3 .0 0 9 4 .0 0 102 9 0 .5 5 . 0 0 9 6 0 . 0 9 7 0 . 0

9 0 8 0 . 0 1 0 0 9 . 2 9 .00 0 9 0 .

0 0 1

1 0 0 .

1 2 103.00 101 0 .50 Scale 1

Issues 10 1.00 © Crown copyright and database rights 2016 Ordnance Survey AL 100010670 350200 349800 349700 349900 350100 349600 350000 350300 um ( h 14 at 14 0 P 134.667 0 139.7 1 3 13 0 5.0 0 Bona Vista The 13 4. 50 Elms

13 N 4. 00

13 3. 50 Issues

13 d 3.0 1 737700 Bun 0 35.00 h 13 134.50 Limberhurst 2 Hig .50 126.00 m 1 1 28 32 3 129 131.761 .00 1 134.00 Monikie 12 1 3 3 126 125 7 30 5 Memorial Hall 131 .50 m 4 1 12 33 .50 125.50 h 1 127 nc 29 H 1 e 108 33 122 B 13 i .00 125.00 d 1 g 5 a 4 1 1 0 12 3 2 12 e 2. 2 1 5 1 h 30.0 0 0 h 6 ck 07 6 1 1 3 2 o 8 2 5 .0 Naraden 12 R 129 0 4.5 1 2 .5 B 0 2 0 1 1 13 4 u 1. 12 50 2 9.00 1 n 1 12 31 4.00 1 .0 7 12 0 2 8.50 d 8 0 1 3 13 0 130 0. TCB (dis) 50 1 1 0 128 8 2 .00 3 1 23. 6 1 1 13 5 50 0 0. 0 1 1 4 6 00 1 1 1 1 8 12 128.769 1 1 1 0 7.50 1 1 2 28 12 1 2 9. 12 50 131.4m 12 12 3.0 7.0 0 0 129 12 9. Hamewith 6 127 00 4 2 1 2 2 12 1 1 6 6.50 28 737600 1 .50 737600 1 22 2 .50

2 1 GP 126 28 1 .00 .00

1 1 1 0 1 2 1 0 2 8 122.00 2 5 6 12 0

0 5 1 a 2 5.50 e 7 2 r

1 A 121.50 12 l 1 5 2

8 .0 l 7 130 0 1 fi

12 k 1 5 1 121.00 1 c 2 24 .5 a 6 12 0

6.0 6 B 0 8.50 1 12

120.50 1 0 12 1 1 5.5

24 25 0 128.00 1 15 4 .00 1 126.198 1 12 20.00 5.0 127.5 1 1 124 0 0 4 1 1 1 24.5 27.00 23 0 .50 12 119.50 1 6.50 24 .0 0 1 26.0 1 1 0 23 124 0 .00 1 1 1 3 1 1 1 1 25 1 1 2 .50 0 1 11 1 1 2 1 1 22 1 12 1 0 .5 8 0 2 1 5.00 0 2 04 6 23 0 8 6 1 1 22 123.239 2 .0 4 0 123.034 .5 124.345 0

12 1 1. 1 50 2 0 0 4 . 0 0 0 . 0 12 1 1 2 .0 1 0 0 .5 50 00 9 22 2. .0.5 1 9 1 1 1 2221 Sinks 1 2 2 111 8 0 2 1 .5 1 .0 0 1 7 0 1 .5 9 1 7 0 1 1 .0 8 1 116 6 0 2 14 0 1 .5 .0 1 . 0 1 0 2 1 5 00 1 . 1 11 5 0 9 5 0 .50 .0 5 737500 737500 1 0 14 . 5 e 50 11 114 t 9.0 .0 0 1 0 121.640 2 11 1 1 3. 2 u 1 . 123.00 50 6 18 2 0 1 1 1 .50 1 0 0 113 o .0 1 5 0 1 11 0 R 8.00 2 1 1 12.50 1 9 1 112.00 l 17.5 22 2 0 1 .50 0 11 1 u1 7.00 8 1 1 a 16.5 7 1 0 122.2m 1 122 116 1 .00 H .00 6 115 1 / .50 1 12 2 1.5 1 11 0 5. 0 00 0 00 p 1 11 . .50 0 4.50 11 . .5 1 22 22 21 1 1 2 . 114.00 11 2 00 11 2 1 7. 0 0 50 113.5 . 118.842 0 1 0 12 17 m 1 3.00 1 50 0.5 .0 11 1 2.00 0 0 1 9 22.50 7 .50 . 12 . 0 1 0 112 5 1 1.00 1 1 21 6.5 a 1 0 120.50 0 0 1 1 12 .0 9 120. 120 120.0 1 2 1 . 50 1 0 1 . 0 0 6 1 0 1 . .0 1 8 0 1 0 1 0 1 0 1R0 1 2 1 1 . 4 5 5 21 1 1 8 .5 1 .0 . 0 11 1 0 0 1 1 7 0 9.5 1 7 . 0 1 5 0 5 1 . .0 6 0 0 0 1 1 1 6 . 0 1 1 1 5 4 . .5 1 1 5 0 0 1 5 . 0 1 0 1 5 1 4 . 1 1 1 9 4 1 0 0 .5 . 0 0 . 1 4 5 00 0 5 0 . 19. 1 0 1 9 1 2 . 1 5 3 0 120.5 0 0 0 1 1 1 1 3 . 0 1 .5 3 5 7 0 1 0 0 1 . 0 6 9 0 e .0 1 1 2 0 11 1 2 0 1 3 1 1 . t 9 .0 5 1 0 2 0 1 8 1 1 1 .0 1 9.00 5 1 1 0 11 2 u 1 9 . 1 1 5 0 . 1 118.50 18 1 1 5 1 .5 1 11 0 o 1120 0 2 . 21 .50 .0 0 12 .00 0 0 1201.0 118. 1 R 120..500 50 1 0 1 11 1119.500 1 1 0. 1 9.00 . 50 l 1 18.5 5 1 18.000 00 0 1117.50 118. 11 1 1 1 7.00 118 1 8.0 11117..5000 1 0 u 7.000 8. 5 0 0 3 0 16. 5 .00 1 0 0 113.313 11 0 6 a 1 1 17 0 .5 117.50 1 6.5 0 117 1 1 10 11 .50 9H.50 1 1 1 1 4 9 111 6 1 1 1 1 6 .0 1 0 / 0 111 1 176 .0 0 7 1 0 1 11 7 .5 0 .0 0 1 . 111 11 66 . .0 0 0 117 09 11 111 55 ..50 0 .00 1 11 11 344 ..50 00 117 111 11 23 . ..50 00 .00 1 8 p 0 11 11 12 . .050 00 .5 01 01 ..05 00 1 1 Pitairlie Den Plantation 1 0 08 0 90 ..05 000 16 1 1 9 ..05 0 .00 6 1 1 0 .05 000 .5 0 8.0 00 0 737400 2 9 10 116.50 1 7 m 50 16 1 0 . 1 .5 07 16 0 1 1 1 1 .0 0 0 1 0 0 a .0 1070 8 1 7 8 . 1 0 1 7 . 5 15. 0 1 1 11 0 . 0 0 50 16.0 111.390 2 8 0 00 6. 5 0 0 1 .5 56 .500 2 11 1 T R 06 ..00 5 6.0 837200 1 5 0 .5 0

r 0 0 1

a 0 1 0

0 1 0 0

c 0

. 1 . 0 1

k 0 6 .

0 7

8 0

6

.

0 1 0 11

7 1 5

. 5 1 . .5 0 1 0 .

6 . 15 0

0 . 5 5 5 0

1 0 1

0 0 0 115. 1 1 0

0 1 1 1 5 1 0 1 0 00 .5

1 0 0 05.

0 0 9 0 1 1

0 1 0 . 2 .5 115

Pitairlie Den 04 6 04 .00

1 0 1 1 1

1 1

.0 1 1 .00 114.50 9 114.50 5.0 3 0 4 0

0 10 1 1 1 .00

1 0 115.50 1 1 0 114 1 3.5 115..050 .50

9 8 10 114.50 1 1 1 114.00

1 2 113.50 114.5

0 8 0 0 0 11 114.00 . 7 3. 02 0 1 0 11 00

1 .0 2.50 1

0 3 112 14. 1 0 0 0 1 .00 0 1 6 1 3 1 1 111.5

2. 111 0 1 5 .0 1 1 0 1 0 11 Legend 0 1 1 4 11 110.50 .00 1 1 2.0 1 0.00 13.50 1 5 102 4 0 09 1 5 .50 11 10 .50 113.5 5 1 1 1 1 9.0 0 10 1 1 .50 108. 0 8 1 0 5 11 1. 1 8.00 1 1 0 01 .0001 07 0 1 0 0 6. 0 1 .50 0 1 .5 1 113. 5 1170. 5 0 07 0 50 1 0 9 . 10 ..0 0 1 10 .00 0 9 0 0 1 9 5 0 6 0 1 .5 0 9 . 0 8 1 .5 1 .0 0 1 0 1 0 0 3 7 8 . 8 . 0 6 11 1 0 0 0 1 0 8 .5 0 1 .0 113.00 1 0 8 . 1107 .0 0 1 05 0 5 7 5 1 .5 1 0 7 . 0 110 6. 00 05 0 1 0 7 0 0 10 6. 9 1 .00 1 0 6 .5 0 10 04 .0 0 10 .50 1 0 6 .5 0 4.0 113.00 1 0 5 .0 0 50 0 1 5 .5 0 . 000 11 1 04 .0 055..5 0 7 2 0 1 04 .5 00 1 0 4 .0500 .5 1 03 .0 0 110043..0 0 0 112.50 1 03 .5 0 1 0 3 .5000 1 0 . 4 02 .0 0 110022 .5000 Planning Application Boundary 0 .5 0 1 0 1 . 5 0 1

. . 0 110010 .0 1 11000 112.50

0 1 11 1 2. 0 0 112. 0 0 00

. 0 6 6 0 0 1 0 . 1

9 1 1 0 9 1 112.00

01 11 1 1 1 15 .5 1 1 0 105 111.50 14 .50 50 1 1 11 00. 1 1 1 1 1 2 0 3 .0 1 1 1 0 0 103 0 1 Progressive Restoration 0 0.0 1 1 1 0 2 1 1 50 1 111.00 0 0 . 0 0 . 0 112 0 1 9 0 0 0 0 . 0 . 1 9 0.00 7 1 0 00 . 1 0 5

. 9 0 10 . 0 5 1 0 0 9 1 9 0 0 0 5 . 0 9.5 9..050 9 9 .5 0 7 0 0 0 0 9 1 5 . 9 9 . 9 8 .0 0 11 110. k 89 0 9 1 0 9 . 0 8 8 .5 8 .5 0 9 7 0 0 9 c 97 .050 9 7.00 9 976..000 9 9 11 7 a 0 9 6 .5 7 0 . r .0 9 5 .000 0 9 995 5 9 0 0 9 9 45. 9 0 110.50 .5 T 9 0400 6 99.0 110.00 0 993..500 .50 1 11 3 932.5 98 0 09 10 9 978.050 976..050 965.050 954.050 109.50 737300 943.050 00 932.050 0. 91.50 921.050 110.00 1 910.50 1 10 0 9.0 1.0 .00 0 99.00 9 90 10 0 89.50 8 50 Proposed Woodland Planting 98.0 1 . 1 2 0 10 9 1 8 9.50 0 0 97.00 1 .5 1 1 .00 0 0 9 89 1

6.0 1 0 9 0 9 0 8 0 . 95.0 0 0 0 1 7 0

.50 9 . 1 3 8 8 0 0 5 00 2 9 Gate0 0 10 . 0 . 94 0 3 6 9.00 09 . 1 00 7 1 1 1 0

0 9 9 10 1 3 5 .0 0 0 4 1 .5 0 7 8 5 0

8 0 1

8 8 3 0

7

7 1 7 0 1 0 9 08 . .50 . . 5 . 5 1

0

0 . 0 8 0 0 2 0 4 0 0 7 . 8 8 8 0 1 1 9 9 98 108.0 1 1 0 Proposed Scrub Planting 06 0 2 .5 50 9 0 7. 10

97 89 0 1 107.50

1 0 9 7.0 1 10 6 9 9 107.00 1 9 90 .50 9 8 9 06 0 1 1 0 7 9 0 1 0 9 9 1 9 106.50 106.00 1 0 6 9 2 0 1 0 5 0 9 0 0 9 . 0 10 0 5.50 . 0 4 . 0 4 3 0 3 . 0 0 2 0 0 . 1

1 0 0 1 0 0 . 1 0 1 9

1 0 9 105.0 9 104.5m 8 104.50

0

0

0 0 . 1 0 . 0

8 0 0 10 . 0 4.0 7 0 0 5 9 . 0 6 0 9 . 0 5 0 9 . 0 4 0 9 . 0 3 0 9 . 2 0 9 . 1 9 10 0 0 3.5 9 .0 0 9 9 349800 350100 349900 349600 349700 8 350000 0 100m 0 .0 0 9 .0 0 103.00 8 0 .0 0 9 1 .0 0 9 2 .0 0 9 3 .0 0 9 4 .0 0 102 9 0 .5 5 . 0 0 9 0 6 0 .

9 0 7 . 0

9 0 8 0 . 0 1 9 0 0 . 2 9 .00 0 0 9 .

0

1 0

1 0 0 .

1 2 103.00 10 0 1.50 Scale 1

Issues 101 .00 © Crown copyright and database rights 2016 Ordnance Survey AL 100010670 350200 349900 350100 349800 350000 350300 349700 4 350400 140 0 P 134.667 139.7m 1 3 13 0 5.0 0 Bona Vista The 13 4. 50 Elms

1 34 .00

1 N 3 3. 50 Issues 14 13 3. 0 00 135.00

134.5 132 0 Limberhurst 737700 .50

9 128 132 12 131.761 .00 134.00 1 Monikie 12 1 3 126 125 7 30 5 Memorial Hall 131 .50 1 124 33 .50 1 127 29 13 3. 122 131 00

5 4 1 0 12 13 2 12 2.5 2 13 0 1 0.00 9 6 6 0 1 1 3 2 5 8 2 12 .0 Naraden 1 2 9.5 0 2 0 1 1 13 4 9 1. 0 12 50 2 1 9.00 1 1 31 1 . 7 1 00 28.5 1 0 2 0 8 1 1 0 8 1 30 TCB (dis) 0 1 30 .5 1 7 0 1 1 0 0 128 1 2 .00 3 0 6 1 1 13 5 0 1 0 5 4 .0 0 4 1 1 1 6 0 1 1 8 12 128.769 3 1 1 7.50 1 0 12 1 2 8 29 1 2 .5 12 0 131.4m 1 27.0 0 129 12 9. Hamewith 6 127 00 4 2 1 2 2 12 1 1 6 6.50 28 1 .50 737600 2 737600

2 1 GP 126 28 1 .00 .00 1 1 0 1 2 12 8 2 5 6 12 0

0 12 5.50

7

2 1 1

25 12 8 . 7 1 0 3 0 0

1 12 1 5 1 00 1 2 24 .50 6 12 6.0

6 1 0 128.50

0.50 1 0 12 1 1 5.5

24 25 0 128.00 1 5 4 .0 11 0 126.198 1 12 20.00 5.0 127.50 1 124 0 4 12 1 4.5 127.00 23 0 .50 12 119.50 1 6.50 24 .0 0 1 26.0 1 1 0 23 124 0 .00 1 3 1 1 1 12 1 1 1 1 5.5 0 1 2 2 0 1 112 1 1 2 1 125 1 1 0 2 .5 8 0 2 1 .00 0 04 6 23 0 8 6 1 1 22 123.239 2 .0 4 0 123.034 .5 124.345 0

12 1 1. 1 50 2 0 0 4 . 0 0 0 . 0 12 1 9 1. 2 00 1 9 50 0 2. .50050 2 22.1. 1 9 1 1 1 12122 Sinks 1 20 2 1 1 8 8 .5 2 1 .0 0 7 1 . 0 1 5 4 1 7 0 1 1 .0 1 116.006 0 20 1 .5 .0 1 0 1 0 2 1 5 1 .5 11 11 5 0 9. . 0 50 5 0 114 0 .50 5 11 737500 737500 11 9. 4 0 .0 0 1 1 0 121.640 2 13 2 1 1 1 .50 6 18 2 .0 123.00 1 1 .50 1 0 0 113. 1 5 00 1 11 0 8.00 2 112. 1 50 1 9 1 112.00 17.5 22 2 0 1 .50 0 11 8 1 1 7.00 1 11 6.50 7 1 122.2m 1 122 11 .00 6.00 6 1 11 1 5.50 1 1 2 21. 1 11 50 5. 0 00 0 00 1 . 50 0 114. 1 . . 5 50 12 . 1 22 2 21 1 1 2 . 114.00 11 2 00 11 2 1 7. 0 0 50 113.5 . 118.842 0 1 0 12 17 1 3.00 1 50 0.5 .0 11 1 2.00 0 0 1 9 22.50 7 .50 . 12 . 0 1 0 112 5 1 1.00 1 1 21 6.5 1 0 120.50 0 0 1 1 12 .0 9 120 120 120.0 1 2 1 . .50 1 0 1 . 0 0 6 1 0 1 . .0 1 8 0 1 0 1 0 1 0 10 1 2 1 1 . 4 5 5 21 1 1 8 .5 1 .0 . 0 11 1 0 0 1 1 7 0 9.5 1 7 . 0 0 5 1 1 5 . 6 . 0 1 0 0 0 1 1 6 . 0 1 1 1 5 4 . 0 .5 1 1 5 0 1 5 . 0 1 0 1 5 1 4 . 1 1 1 0 9 4 1 0 0 .5 . 4 . 00 0 0 . 0 1 5 .5 19 1 0 1 1 2 . 9 1 5 3 0 120. 0 0 50 1 1 1 1 3 . 0 1 .5 3 5 7 0 1 0 0 1 . 0 6 9 0 . 1 1 2 00 11 1 2 0 1 3. 1 1 . 9 00 2 5 1 1 8 1 . 0 1 1 0 1 19.00 5 1 1 0 1 9 2. 1 1 1 5 0 . 1 118.50 18 1 1 5 1 .5 1 1 0 1120 0 2 1. 21..50 .0 00 12 00 0 1201.00 118.5 1 1120..050 0 1 1 1119.500 1 1 9 1 0.50 1118..500 .5 1 18.0 0 0 0 1117.500 118.0 11 1 7 1 1 .00 118. 1 8.0 11117.5000 1 0 7.5000 8. 0 0 0 3 0 116. 0 0.0 113.313 11 0 6 1 1 17 0 .5 117.50 1 6.5 0 117 1 1 1 11 .50 09.50 1 1 1 1 9 1 6 4 11116 .0 11 0 111 1 6 . 0 7 1 0 1 11 7 . 0 . 0 .0 11 11 67 . 5 0 0 1 9 111 11 56 . 000 0 117.0 0 11 11 45 ..0.50 0 1 11 111 34 ..05 00 117 8 11 11 223 ..05 000 .00 1 0 11 11 11 ...05 00 1 1 8.5 00 00 ..505 00 11 1 837200 irlie Den Plantation 0 0 9 . 0 0 6 1 9 .. 5 00 .00 6 1 .050 00 .5 0 1 .00 000 0 08 116 2 9 1 .50 1 7 50 16 737400 1 0 7. 11 .50 0 6 1 1 1 11 .0 0 0 1 00 0 1 .0 100 88 1 7 1 7 ..5 15 0 10 1 07. 0 0 .5 116 2 8 1 06 .5 0 0 .00 111.390 .50 0 6.000 2 1 11 6 5 .05 15 6. 10 .50 .5 00

0 0 1

0 1 0

0 1 0 0

0 . . 1

0 1

0 6 .

0 7

8 0

6

.

0 1 0 11

7 1 5

. 5 . .5 0 1 0 1 .

6 . 15 0

0 . 5 5 5 0

1 0 1

0 0 0 11 1 1

0 0 1 1 1 5. 5 1 0 1 0 00 .5

1 0 0 05.

0 0 9 0 1 1

0 1 0 . 2 .5 11 en 04 6 04 5.00

1 0 1 1 1

1 1

.0 1 1 00 14.50 9 114 Legend5. . 1 .50 0 3 0 4 0

0 10 1 1 1 .00

1 0 115.50 1 1 0 114 1 3.5 115..050 .50

9 8 10 114.50 1 1 1 114.00

1 2 113.50 114.5

0 8 0 0 0 0 11 14.0 7 3 1 02. 0 1 0 1 .00

1 .0 12.50 1

0 3 112 14. 1 0 0 0 1 .00 0 1 6 1 3 1 1 111.5

2. 111 0

1 5 .0 1 0 1 1 0 110 0 114. 11 11 .50 00 1 1 2.0 1 0.00 113.50 1 5 102 4 0 09. 1 5 .5 1 1 5 13 0 5 1 11 109.00 .50 1 1 11 .50 08. 0 8 1 10 5 11 1. 1 8. 0 1 1 0 01 .0001 07 00 0 1 0 0 6. 0 1 .50 0 1 .5 1 113.5 Planning Application Boundary 5 1170. 5 0 07 0 0 Bare Rock/Scree 1 0 9 . 0 . 1 1 .0 0 0 1 9 .050 06 0 1 0 9 . 1 0 9 . 00 8 1 .5 1 .00 5 0 1 0 8 0 1 0 0 3 7 8 . . 6 1 1 0 0 1 0 8 .5 0 1 .0 1 113.00 1 0 . 0 1 007 .0 0 1 05 0 8 5 1 7 5 1 .5 1 0 7 . 0 110 6..00 05 0 1 0 7 . 0 0 1006 9 10 .00 1 0 6 . 5 0 1 1 4.5 0 6 . 0 0 04 0 1 5 5 0 .0 113.00 1 0 .0 0 50 0 1 1 5 .5 0 5. 000 1 1 04 .0 0 0 5..5 0 7 2 0 1 04 .5 0 1 0 4 .0500 .5 1 03 .0 0 110043..0 0 0 112.50 1 03 .5 0 1 0 3 .5000 1 0 . 4 02 .0 0 110022 .5000 0 .5 0 1 0 1 ..5 0 1 . 0 110010 .0 1 11000 112.50

0 1 11 1 2. 0 0 112.0 0 0 0

. 0 6 6 0 0 1

0 . 1 1 9 1 0 9 1 112.00 01 11

1 5 1 1 1 .5 Restored Areas 1 1 0 Existing Path 105 111.50 14 .50 50 1 1 11 00. 1 1 1 1 1 2 0 3 .0 1 0 103 0 1 11 0 0 0.0 1 1 1 0 2 1 1 50 1 111.00 0 0 . 0 0 . 0 0 112 0 1 9 0 0 0 . 0 . 1 9 0.00 7 1 0 0 . 1 0 0 5

. 9 0 10 . 0 5 1

0 9 1 9 0 0 0 5 0 . 0 9.5 9..00 9 9 .5 0 7 0 0 0 9 5 0 9 1 5 . 9 . 9 8 .0 0 11 110. 9 0 1 0 98 . 50 8 9 8 .5 98 . 0 9 7 0 0 0 977. 50 9 7.00 9 9 6..000 9 9 11 7 0 9 6 .5 0 7 0 . .0 9995 .0 0 0 99 9545.5 9 0 0.50 0 94.0 9 .00 110.0 11 .5 9 3.45000 6 99 0 1 0 10 9 3..05 98.5 0 1 03 992 8.00 9 1 97..500 96.500 Proposed Woodland Planting 96.50 Proposed New Path 95.0 109. 954.500 50 0 943.500 .0 .50 92.050 10.00 0 737300 91 91.050 1 11 90 10 0 9.0 1.0 .00 0 99.00 9 90 1 0 0 98.00 89.50 8 1 .5 1 2 0 10 9 1 8 9.50 0 0 97.00 1 .5 1 1 .00 1 0 0 9 89

6.0 1 0 9 0 9 8 0 . 95.0 0 0 0 0 1 7 0

.50 . 1 8 9 3 8 0 0 5 00 2 9 Gate0 0 10 . 0 . 94 0 3 6 9.00 09 .00 1 7 1 1 1 0 9 0 9 1 1 3 5 .0 0 0 4 1 0 .5 0 7 8 Proposed Scrub Planting Core Path 184 5 0 0 8 1

8 8 3 0

7

7 1

7 0 0 9 108 . .50 . . 1 5 . 5

0 0 . 0 8 0 0 2 4 0 0 0 7 . 8 8 8 0 1 1 9 9 98 10 1 1 8.00 06 7 2 .5 50 9 0 7. 10

9 89 0 107.50

1 0 9 7.0 10 6 9 9 107.00 0 1 9 90 .50 9 8 9 06 0 1 1 1 0 7 9 0 1 1 0 9 1 9 9 106.50 106.00 Denfind 1 0 6 9 2 0 1 0 5 0 9 0 0 9 . 0 10 0 5.50 . 0 0 4 . 4 3 0 3 . 0 0 2 0 0 . 1 1 0 0 1 0 0 . 1 0 1 9

1 00 9 105. 9 104.5m 8 104.50

0

0

0

. 0 1 0 . 0 0 8 0 10 . 0 4.0 7 0 0

9 5 . 0 6 0 9 . 0 5 0 9 . 0 4 0 9 . 0 3 0 9 . 2 0 9 . 1 9 1 0 0 03.5 9 .0 0 9 89 0 .0 0 9 .0 0 103.00 8 0 .0 0 9 1 .0 0 9 2 .0 0 9 3 0 0

349800 . 349900 349700 350100 350000 50m 9 0 0 0 100m 200m 4 1 150m . 02 9 0 .5 5 . 0 0 9 6 0 . 0 9 7 0 . 0

0 9 0 8 . 0 1 0 0 9 . 2 9 .00 0 9 0 .

0 0 1

1 0 0 .

1 2 103.00 101 0 .50 1

Issues 10 1.00 Scale 100 .50 © Crown copyright and database rights 2016 Ordnance Survey AL 100010670