ZIG ZAG QUARRY RESTORATION. HYDROGEOLOGICAL RISK ASSESSMENT.
HARLEYFORD AGGREGATES
May 2020
UK Company Registration Number: 08610467 +44 (0) 7765 255 197 Registered Office: 23 Westfield Park, Redland, Bristol BS6 6LT www.jhgroundwater.co.uk
Zig Zag Quarry HRA Harleyford Aggregates
REVISION Record
Revision 0 Revision 1 Revision 2 Revision 3
Project Number 1164 1164 File reference 1164/001_r1_Rev0 1164/001_r1_Rev1 Description of Working Draft Final Revision Prepared by Julian Hatherall Julian Hatherall
Revision date 16/10/19 28/05/20
Copyright. All copyright in this document is reserved.
Disclaimer. This report has been prepared by JH Groundwater Ltd in a manner consistent with the level of care and skill ordinarily exercised by members of the geological and engineering professions practising at this time, within the agreed scope and terms of contract, and taking account of the manpower and resources devoted to it by agreement with its client.
This document contains data, information and may contain conclusions and recommendations. The conditions described in this report are based on data available at the time, however, environmental and other conditions, including regulatory requirements may change with time and as other data and/or information becomes available. Data is limited in a number of cases and all potential constraints and liabilities associated with the site may not necessarily have been revealed. Potential exists for variations in soil and groundwater conditions between and beyond specific locations discussed in the report. The risk of undiscovered environmental impairment of the property cannot be ruled out. JH Groundwater Ltd cannot therefore warrant the actual conditions at the site and advice given is limited to those conditions for which information is held by JH Groundwater Ltd at the time.
The findings and opinions presented in the report are based on information from a variety of sources and reasonable effort has been made to ensure that the information is accurate, that the opinions expressed are sound and the conclusions are based on appropriate implementation of the proposals. However, JH Groundwater Ltd cannot be made liable for any errors or omissions or for any losses or consequential losses resulting from decisions based on the information. The advice and opinions in this report should be read and relied on only in the context of the report as a whole along with any accompanying covering letter, e-mail or note. This report is provided only to the client with whom a contract has been agreed. Should the client wish to release this report to any other third party for that party’s reliance, JH Groundwater Ltd accepts no responsibility to any third party to whom this report or any part thereof is made known. JH Groundwater Ltd accepts no responsibility for any loss or damage incurred as a result, and the third party does not acquire any rights whatsoever, contractual or otherwise, against JH Groundwater Ltd except as expressly agreed with JH Groundwater Ltd in writing.
Zig Zag Quarry HRA Harleyford Aggregates
Contents
1 Introduction 1
1.1 Background ...... 1
1.2 Objectives and Scope of Works ...... 1
1.3 About the Author ...... 2
2 Site Characterisation 3
2.1 Development Summary ...... 3
2.2 Geology ...... 4
2.3 Hydrology ...... 6
2.4 Surface Water ...... 7
2.5 Hydrogeology ...... 7
2.6 Water Resources, Licensed Abstractions and Private Water Supplies ...... 11
2.7 Conservation Interests ...... 12
2.8 Water Quality ...... 13
3 Geological and Hydrogeological Conceptual Model 14
4 Hydrogeological Risk Assessment 16
4.1 Introduction ...... 16
4.2 Overview of Proposals ...... 16
4.3 Source, Pathway, Receptor ...... 17
4.4 Risk Assessment ...... 18
4.5 Review of Technical Precautions ...... 19
5 Requisite Surveillance 20
5.1 Risk Based Monitoring Scheme ...... 20
5.2 Contingency Action Plan ...... 21
6 Conclusions 22
Zig Zag Quarry HRA Harleyford Aggregates
FIGURES
APPENDICES
Appendix 1 Waste Recovery Plan including the Restoration Plans
Appendix 2 Envirocheck Report
Appendix 3 Envirocheck Geological Mapping
Zig Zag Quarry HRA Harleyford Aggregates
1 Introduction
JH Groundwater Limited (JHG) were commissioned by Aardvark EM (AEM) to undertake a Hydrogeological Risk Assessment (HRA) for quarry restoration using indigenous waste mineral and imported inert waste materials at Zig Zag Quarry. These are currently operated by Harleyford Aggregates Ltd (Harleyford).
This report describes the hydrogeological risk assessment carried out by JHG to assess if the proposals are likely to adversely impact controlled waters in the locality, and to support the environmental permit application for the restoration.
Please note that whilst the assessment refers to restoration of the quarry, this includes both the quarry void and the silt ponds located to the north.
The purpose of this document is to assess the proposals and whether there are any significant risks, from a controlled waters perspective, in this location. It is understood that additional risk assessment work may be requested at a later stage but that the assessment outlined here would be reviewed by the EA as a statutory consultee at pre-application stage to identify specific issues of concern and define the scope of risk assessment required.
1.1 Background
Details of the planned restoration are provided in Appendix 1. However, to summarise, planning approval for the extension of the quarry and phased restoration was granted by Devon Council in October 2016. Specifically:
x Harleyford plan to extract 500,000 tonnes of sand and gravel over a 10-year period.
x The approved planning application states that the restoration will include the importation of 285,00 tonnes of inert waste over a five-year period and this will be undertaken in a phased approach as shown in Appendix 1.
1.2 Objectives and Scope of Works
To identify potential risks to controlled waters resulting from the development proposals the following assessment has been completed:
x Undertake a data review to establish the hydrogeological Conceptual Site Model (CSM) and complete a qualitative hydrogeological impact assessment. This includes:
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 1 Zig Zag Quarry HRA Harleyford Aggregates
o Definition of the local geological and hydrogeological conditions;
o Definition of the development environmental setting;
o An outline of engineering proposals;
o Qualification of risks to identified receptors through completion of a proportional Hydrogeological Risk Assessment (HRA) to assess potential positive or adverse impacts on controlled waters that may arise from proposed development.
x A site visit to review the environmental setting; and
x Reporting in a succinct manner setting out the assessment, conclusions, recommendations and a discussion of likely risks and limitations.
1.3 About the Author
This assessment has been completed by Julian Hatherall. Julian is a Chartered Geologist with over 22 years’ experience providing advice on groundwater and hydrogeological issues and has significant knowledge of the assessment and management of groundwater and water resources. His experience encompasses both contaminant and water resource hydrogeology and includes baseline groundwater studies, groundwater risk assessment, groundwater advice in relation to the development of infrastructure and buildings including drainage, groundwater in the extractive industry, waste management and the development and management of groundwater abstractions. He has regularly contributed to Impact Assessments, has previously provided specialist hydrogeological support to regulators and has experience in the field of groundwater flooding and SuDS. Julian works across a range of sectors, both within the UK and overseas and has experience of diverse geological and hydrogeological environments.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 2 Zig Zag Quarry HRA Harleyford Aggregates
2 Site Characterisation
2.1 Development Summary
Development Address Zig Zag Quarry, Aller, Kingskerswell, Newton Abbot TQ12 5AT
National Grid Reference Centred approx. on National Grid Reference (NGR) SX 88040 69010.
The development is located just to the east of the A380. The site is located approx. 2km south-east of Newton Abbot, and 1.2km north-east of the village of Operational Area Kingskerswell. A site location plan is reproduced in Figure 1.
Approximately 8.2Ha area. This is the area of the quarry only and does not include the silt ponds. Development Location The area will be restored with indigenous waste mineral and imported inert materials. The total volume of material to be imported is stated in the planning permission to be 285,00 tonnes of inert waste.
Zig Zag Quarry is an existing sand and gravel quarry. Zig Zag Quarry was initially worked under the auspices of a permission granted in 1947. The site was granted an extension in 1972 covering land to the north east of the quarry. Planning permission to extend mineral workings, rationalise the overall quarry workings and to restore the worked-out site by the importation of appropriate material for an after-use to woodland and meadow, was granted in May 2001. Due to the nature of the topography of the site, the quarry has been worked from a south to north direction on a number of wide benches. This is effectively into the direction of the hillside and has resulted in steep faces / slopes on the north and eastern edges of the quarry. These act as high walls to voids in the centre of the site. To ensure stabilisation of these slopes on the outer edges, the original restoration plan envisaged the backfilling the voids to create a series of stepped Development History platforms towards the highest part of the hillside in the east. In order to achieve and Proposals this, inert waste material would need to be brought to the site to act as stabilisation material and to create a medium for planting activities. The revised and approved 2016 restoration plan continued with this theme and reinforced the importance of creating stepped benches to reduce the steep outer slopes of the quarry. This approach results in a more stable feature and significantly reduces the visual impact as well as the drainage requirements, all of which promote plant growth and a sustainable land use. In December 1997 planning permission was granted for underground pipelines leading from the Zig Zag Quarry to discharge silt into the existing settlement lagoons at Aller Vale Quarry. An additional consent, granted in March 2008, gave permission for the continued use of the silt lagoons and therefore silting will continue for the life of Zig Zag Quarry. The assessment includes the restoration of the silt ponds.
The quarry lies at an approximate elevation of between 30 and 82m above Terrain & Topography Ordnance Datum (mAOD). The working floor area is at an approximate elevation of between 40 and 45mAOD. The ground broadly slopes to the southwest locally
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 3 Zig Zag Quarry HRA Harleyford Aggregates
although along the eastern margins the ground falls south towards the Beers Brook. A site context map showing the immediate area around the development is reproduced in Figure 2. The site in its existing state is shown in photographs reproduced in Figures 3 and 4.
The quarry is bordered to the north by an area of woodland and silt settlement ponds as well as the Royal Aller Vale Hanson site. Reserves at Royal Aller Vale are worked although silt ponds are still being used by Zig Zag Quarry. Royal Aller Vale Surrounding Land Uses is being restored to wooded parkland. On the western edge lies a B road whilst to the east are a number of small houses and agricultural land which is also present between the site and the village of Kingskerswell to the south.
The Envirocheck report (Appendix 2) provides details of some of the features discussed in the following sections.
2.2 Geology
The geology of the area is shown in BGS 1:50 0001 mapping. Geological mapping is reproduced in Appendix 3 with a brief description for each unit in Tables 2.1 and 2.2. Further context of the geological setting is discussed below.
Soils
Reference is also made to the hydrology of soil types (HOST) study (IoH, 1995)2 which shows that the Glacial Till has HOST type 4 soils (611d Withnell 1). These are well drained loamy soils over sandstone usually on steep slopes).
HOST Class 4 suggests free draining permeable soils on hard but fissured rocks with high permeability but low to moderate storage capacity.
Artificial and Superficial Geology
No artificial geology is mapped as being present within the quarry.
There is no mapped superficial geology present on the quarry area for restoration. Alluvium is associated with the Aller Brook and the lower section of the Beers Brook and is principally confined to the valley bottoms. Alluvium is deposited close to the southeastern corner of the site.
Solid Geology
The quarry is located on the Eocene Aller Gravels and Cretaceous Upper Greensand. The 1:50 000
1 British Geological Survey (BGS), 1997. 1:50,000 series maps Sheet 339, Newton Abbot Solid and Drift. NERC, Keyworth.
2 Institute of Hydrology, 1995. Hydrology of soil types: a hydrologically based classification of the soils of the United Kingdom. Report no. 126.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 4 Zig Zag Quarry HRA Harleyford Aggregates
scale geological maps showing the relationship between the various units are reproduced in Appendix 3 and a conceptual model in Figure 5.
Sequence thickness
Based on DCC, 20043 and other sources including the BGS Lexicon, there is a significant thickness of Eocene Aller Gravels of up to 25m present.
These are underlain, on an uncomfortable surface by the Upper Greensand which according to geological information taken from BGS (1997) is between 16 and 76m thick. According to the BGS Lexicon4 the thickness is c.20m in the area of the Bovey Basin which runs from Bovey Tracey south to Newton Abbot. The greatest thickness is to the north on the Haldon Hills.
Schematic conceptual model cross sections are shown in Figure 5.
Table 2.1: Significant Superficial Geological Strata in the local area
Period and Strata Geological Description (BGS) Age / Unit
Normally soft to firm consolidated, compressible silty clay, but can contain layers of silt, sand, peat and basal gravel. A stronger, desiccated surface zone may be Alluvium present. These lie to the west of the quarry and are associated with the Aller Brook and to a lesser extent the Bees Brook to the south. Holocene Quaternary Thickness unknown.
Table 2.2: Significant Solid Geological Strata in the local area
Period and Strata Geological Description (BGS) Epoch or Age
Kaolinitic clays, sandy and silty clays, silts, lignites and sands. Significant Bovey Formation thickness present but in area of interest only a thin sequence is expected. Overlies Aller Gravels or Upper Greensand locally. Eocene to Eocene Oligocene
The unit is interpreted to have been deposited by braided streams and consists of 10-20cm-thick beds of lenticular-bedded abraded flint and chert gravels, with subordinate red-mottled lenses of silts and clays, coarse, angular, flinty gravelly clayey sand, with some cross-bedded Quaternary Aller Gravel coarse sand, lenticles of white clayey sand and reddish brown coarse
Eocene sand. Locally finer-grained, more distinctly bedded flint gravels overlie the coarse gravels. According to DCC (2004) the sequence comprises of up to 30 metres of grey to brown flint gravels and sands which contain lenses of white to
3 DCC, 2004. Devon County Minerals Local Plan, Adopted Plan: Part B, June 2004
4 https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=UGSD. Accessed 18/9/19.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 5 Zig Zag Quarry HRA Harleyford Aggregates
pale grey silt and silty clays. However, this is reported to be generally 25m thick by the BGS.
Sand and sandstone, fine-grained, silt, glauconitic, shelly. Mainly arenaceous within the area of interest and fine grained. At outcrop the glauconite has usually weathered to red or brown iron hydroxides, Hamblin (2013)5. Upper Greensand According to Jacobs (2010)6 in the western outcrops of the UGS around (UGS) Newton Abbot and capping the Haldon Hills, the formation is dominated
Cretaceous by beds of unconsolidated sand, with minor gravelly sand and gravel beds. There are numerous horizons rich in chert nodules, particularly Albian to Cenomanian towards the top of the formation. The thickness of the sequence is discussed above.
Exeter Group Breccias Breccia, reddish brown, clayey, silty, fine-grained. Clasts predominantly – referred to as the culm shale and sandstone, together with hornfels, chert, quartz-
Oddicombe and porphyry, and lava. Most clasts less than 4cm; some range up to 0.1m
Permian Permian Teignmouth (or and large boulders of porphyry are locally present. Limestone clasts are Alphington) Breccias present in the Oddicombe Breccia.
Structural Geology
A number of sub northeast-southwest and northwest-southeast trending faults are recorded across the area on the 1:50 000 geological map. A northwest-southeast trending fault (Torbay Fault) is shown to be present along the western boundary of the existing quarry.
The Aller Gravel is shown to be dipping to the southwest at a shallow angle of approximately 10° westsouthwest within the footprint of the site. These strata dip towards the Torbay Fault.
2.3 Hydrology
Climate and rainfall
The following figures are provided for context only.
Historic long-term (1956-2005) average rainfall information for this area is approximately 1284mm as recorded for the gauging station on the Teign in Preston (SX 856 746) 6km southeast of the site. There is a mean annual loss of 762mm from this station and 520mm is therefore available for evapotranspiration and/or recharge.
5 Hamblin, R, 2013. The Upper Greensand of the Haldon Hills and East Devon. Mercian Geologist Vol 18 (2).
6 Jacobs, 2010. Assessment of Sand & Gravel, Crushed Rock and Secondary Aggregate Resources in the County of Devon
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 6 Zig Zag Quarry HRA Harleyford Aggregates
Precipitation data collected from the Met Office rainfall station at Yarner Wood (approx. NGR SX 780 788) 13.5km northwest of the site at an elevation of 120mAOD is 1384.6mm although this is located at a higher location on the edge of Dartmoor.
Aquifer recharge is considered to occur as a result of direct infiltration where the aquifer outcrops at surface. No recharge figures have been obtained for this area.
No site-specific recharge figures have been established but the effective rainfall for the area taken from MAFF Technical bulletin 347 is 521mm based on an annual total of 1048mm.
HOST type 4 soils have a typical BFI of 0.79 and annual infiltration locally is expected to be approximately 412mm, although this may be reduced where weathering of bedrock has occurred or low permeability mineral waste material has been placed for slope restoration, resulting in low permeability near surface.
2.4 Surface Water
The application area straddles the catchments of the Aller Brook (Teign) – Lower (GB108046005330) and the Aller Brook (Teign) – Upper (GB108046005350).
2.4.1.1 Surface water Several water courses are present within a radius of 1km from the development and these are shown in Appendix 2 and Figures 1 and 2.
The closest mapped feature in Appendix 2 is the Beers Brook running along the southern edge of the application area and at its closest is 32m from the application area boundary. This forms a tributary of the Aller Brook. The Aller Brook lies approximately 300m to the southwest.
The Aller Brook flows southeast to northwest and lies at an elevation of approximately 8m perpendicular to the northwestern edge of Zig Zag quarry falling from 12m upstream, perpendicular to the southeastern edge of the quarry. This is based on the base of the brook being approximately 2m below surrounding ground levels.
2.4.1.2 Waterbodies, including lakes and ponds There is a silt settlement pond located within the western margin of the application site. This is currently used by the quarry and was previously shared with the Royal Aller Vale Quarry.
There is also a pond within the boundary of the site. This is currently used for surface water runoff management.
2.5 Hydrogeology
Groundwater and aquifer status
The site is within the South Devon Water Framework Directive (WFD) Management Area for abstraction licensing strategy and more specifically the Aller Brook of the Teign catchment.
7 MAFF, 1976. Climate and Drainage. Technical Bulletin 34, MAFF. HMSO, London.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 7 Zig Zag Quarry HRA Harleyford Aggregates
The following aquifer classifications apply:
x Aller Gravel – Secondary A Aquifer;
x Upper Greensand – Principal Aquifer; and
x Exeter Group - Secondary A Aquifer.
Principal Aquifer status is applied to strata that have high intergranular and/or fracture permeability, meaning they usually provide a high level of water storage. They may support water supplies and/or river base flow on a strategic scale. In most cases, Principal aquifers are those previously designated as a Major Aquifer.
Secondary A Aquifer status is applied to permeable strata capable of supporting water supplies at a local rather than strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as Minor Aquifers.
Aquifer Vulnerability
The quarry is therefore classified as being situated on a Secondary A Aquifer and Principal Aquifer.
The quarry is also classified as having H3 Coarse textured or moderately shallow soils of high leaching potential, which readily transmit non-adsorbed pollutants and liquid discharges but which have some ability to attenuate adsorbed pollutants because of their relatively large organic matter or clay content.
However, these soils have been removed at the quarry and the substrate now consists of bedrock and low permeability clay and silt dominate mineral waste arisings.
General Hydrogeological Conditions
Hydrogeological conditions have been identified from the site walkover, published data and reports, together with referenced literature sources.
A brief hydrogeological description for each unit is outlined in Table 2.3 and a summary of the anticipated conceptual model for the development and surrounding area shown in Figure 5.
Table 2.3: Hydrogeological Summary of Significant Strata
Unit Strata Hydrogeological Summary
Mixed permeability but generally intergranular flow expected. Variable material which Alluvium may contain perched groundwater depending on depth and thickness. Classed as a Secondary A aquifer.
Generally low permeability but generally intergranular flow expected. Variable material Quaternary Bovey Formation which may contain perched groundwater depending on depth and thickness. Classed as a Secondary A aquifer.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 8 Zig Zag Quarry HRA Harleyford Aggregates
Intergranular flow anticipated. Classified by the EA as a Secondary A aquifer. Likely to be unconfined although there are lenses of clay causing some confining of the aquifer resulting in local compartmentalisation. Minor perched water pockets may be present Aller Gravel but these are not considered to form viable aquifers if present. Mixed permeability but generally intergranular flow. Anticipated hydraulic connection with adjacent units.
Mixed flow. Classified by the EA as a Principal Aquifer but dissected outcrop locally and Upper it is therefore limited water resource potential except for local supplies. Likely to be Greensand unconfined. Anticipated hydraulic connection with adjacent units. Cretaceous
Predominantly fracture flow. Classified by the EA as a Secondary A aquifer but Exeter Group dissected outcrop locally and it is therefore limited water resource potential except for Breccias – local supplies. Low/very low bulk matrix permeability but higher pumping test referred to as permeability dependant on fractures. the Oddicombe
Permian Depending on the degree of fracturing the sequence can act as unconfined, semi- and Teignmouth confined or confined. (or Alphington) Breccias Anticipated hydraulic connection with adjacent units.
Aquifer Properties
2.5.4.1 Aller Gravel Very little published hydrogeological data is available for the Aller Gravels.
2.5.4.2 Upper Greensand Aquifer properties for the Upper Greensand locally are poorly defined in general and there is little site specific or other hydrogeological information. As such broad comment is made here on the likely nature of the aquifer and literature values are quoted for the wider area as appropriate.
Hydraulic conductivity data for the Upper Greensand is reported for both shallow and deep boreholes. Tests from less than 125m depth mostly have hydraulic conductivities greater than 0.01m/d and often greater than 0.1m/d. The majority are between these two figures although a number of boreholes are recorded as having hydraulic conductivities between 0.1 and 1m/d. Transmissivity is recorded in Jones et al (2000) for two boreholes within the Blackdown Hills of 2.3m2/d (Nower Farm NGR ST 26000 00200) and 3.6m2/d (Woodhead Farm NGR SY 20420 90180). Using the effective depth of 22m for Woodhead Farm this equates to a hydraulic conductivity of approximately 0.2m/d although there is some residual uncertainty associated with this. The type of strata penetrated by these boreholes is unknown.
Flow within the Upper Greensand will be both intergranular and through fractures depending on the degree of cementation. The lithological variety within the Upper Greensand results in hydrogeological complexity. Where poorly consolidated, flow is generally intergranular. The ‘malmstone’ where present however can act inconsistently: it has negligible primary porosity and
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 9 Zig Zag Quarry HRA Harleyford Aggregates
permeability and can therefore act as a barrier to groundwater movement forming spring lines. Where the ‘malmstone’ is fractured however, the permeability can be quite high.
2.5.4.3 Exeter Group Breccias The Permian breccias have very variable transmissivities, generally less than 300 m2/d and often of the order of 50 m2/d, depending on borehole fracture intersection. The ratio of intergranular to fracture flow is very variable. There is a high component of fracture flow in all areas but this varies from around 30% to the total yield at a well.
Groundwater Levels and Flow
2.5.5.1 Groundwater Levels No historic groundwater monitoring boreholes are present within the quarry and therefore no local long-term groundwater level data are available.
The BGS hydrogeological map (IGS, 1982) does not provide any details of groundwater levels.
It is understood that the site has always been worked dry and that water management has been focussed on surface water runoff.
Data from a number of borehole records in the vicinity have been reviewed. These include site investigation records from the A380 Trunk Road investigation works. The majority of the site investigation records reviewed reach depths of between 5 and 10m, with a smaller number of deeper boreholes and a number of shallower trial pits.
There are no boreholes within the Aller gravels or Greensand on or adjacent to the quarry. A borehole on the southern edge of the quarry is installed within the weathered Teignmouth Breccia which is predominantly clay. A groundwater level of approximately 32mAOD has been recorded but this is considered to be locally perched.
Groundwater levels in the Aller Gravels, Greensand and Exeter Group have been estimated using data from boreholes drilled in Permian strata along the A380 alignment close to the Aller Brook. These levels have in turn been used to calculate an approximate depth to groundwater assuming an estimate of a groundwater gradient based on experience of the local strata. In doing so it is assumed that there is hydraulic continuity between all aquifer units and across the Torbay geological fault. There is no reason to suspect that this would not be the case given the absence of mapped springs or other groundwater issues.
An estimated conservative hydraulic gradient of 0.01 has been used to project the expected depth to groundwater under the quarry. Assuming a groundwater level of approximately 8mAOD, adjacent to the River Aller established from borehole records, the elevation of groundwater is estimated to be 11.5m beneath the southwestern edge of the quarry (adjacent to the road), rising approximately 14.5m on the northeastern edge. Even assuming a steeper hydraulic gradient of 0.02 the depth to groundwater is estimated to be approximately 20m at the northeastern edge.
An annual variation of groundwater levels is to be expected. No figures for this have been established but the predominantly intergranular nature of the Aller Gravels and Upper Greensand aquifers and a relatively high storage means that this is not anticipated to be significant and can be broadly estimated to be of the order of 2-3m/a. This may be slightly higher in the Exeter Group
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 10 Zig Zag Quarry HRA Harleyford Aggregates
Breccias and an annual variation of up to 7m may occur. This is supported by estimated discussed in the A380 Environmental Statement8.
With the exception of a small area of Alluvium along the course of the Aller Brook, groundwater flooding is recorded as having limited potential (Appendix 2). This is in line with the conceptual model.
2.5.5.2 Unsaturated Zone Thickness The thickness of the unsaturated zone beneath the development area is unverified but has been estimated based on the depth of groundwater. Assuming a groundwater elevation of approximately 14mAOD beneath the quarry, and allowing for an annual variation of 3m (7m in the Exeter Group) the unsaturated zone is expected to be a minimum of 22m or 18m in the Exeter Group. This assumes that the lowest elevation of the restored area is at 39mAOD. Even assuming a higher hydraulic gradient of 0.02 the thickness of the unsaturated zone would be approximately 19m in the Aller Gravel and Upper Greensand or 15m in the Exeter Group. This is considered to be a worst-case scenario.
2.5.5.3 Groundwater flow No details on regional groundwater flow have been obtained.
It is anticipated that locally groundwater flow will be coincident with topography and that a degree of local discharge to the Aller Brook as baseflow could occur.
Significant presence of perched groundwater is not anticipated in the Aller Gravel or Greensand, although based on topography and assuming flow down topographic gradient, should this be present this flow is anticipated to be predominantly towards the south.
2.6 Water Resources, Licensed Abstractions and Private Water Supplies
Private Water Supplies
There are no registered private water supplies (PWSs) within 1km of the development according to Teignbridge District Council. There is a well/spring located in a property off Daccombe Mill Lane, Coffinswell, Devon TQ12 4SY, 1.2km to the south of the quarry (PWS1). It is a single domestic dwelling and the council have no up to date records to confirm if it is an active private water supply.
Licensed, Historical and Deregulated Abstractions
There are three licensed abstractions within 1km of the development. These are outlined in Table 2.4 and shown in Figure 6.
8 Devon County Council and Torbay Council, 2010. A380 Kingskerswell Bypass Environmental Statement.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 11 Zig Zag Quarry HRA Harleyford Aggregates
Table 2.4: Licensed Abstractions within approximately 1km of the site
Grid Reference Max. Daily Licence Reference Ref (100m Source Purpose Abstraction Geology and owner accuracy) (m3)
14/46/003/0047 Well (Point Extractive: Hanson Quarry A) and LA1 287600 069500 Process 54545 Unknown Products Europe Ltd Borehole water (189m NW) (Point B)
14/46/003/0112 Court Barton General No licence Farm, Farming LA2 Mr S R Lancaster 289100 068500 details Unknown Tapped and available (946m SE) Spring Domestic
Note also that these locations are specified as accurate to 100m and may not accurately portray the location of the actual abstractions.
Several other licensed abstractions are present within 2km of the development and full details of these are also supplied in Appendix 2.
Source Protection Zone (SPZ)
The proposed development is not within a groundwater SPZ and there are none within 1km of the development.
2.7 Conservation Interests
Water dependant / Statutory
There are is one known statutory conservation sites within 1km of the Application Area. This is the Aller Gravel Pit which lies 25m north. This is designated for geological conservation and is not considered to have any water interest.
Non statutory
There are a no known non-statutory water dependent sites within 1 km of the Application Area.
Landfill and Other Waste Facilities
There are a number of registered landfill and waste facilities, both historical and active within 1km of the development. These are detailed in Appendix 2.
A licensed waste management facility is stated to be on site although this is no longer active. The precise activity of the facility is unknown.
The nearest historic landfill is understood to be the Colesville Quarry Landfill located approximately 114m north of the Application Area. The waste accepted at that site is unknown.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 12 Zig Zag Quarry HRA Harleyford Aggregates
The next closest operations are considered to be out with the catchment to Zig Zag quarry but in the catchment to the Aller Brook.
2.8 Water Quality
Surface Water
2.8.1.1 Site specific No site-specific surface water quality data has been collected historically. Overall, from a visual inspection during the walkover surface water quality appears to be reasonable.
2.8.1.2 Local or regional No local or regional surface water quality data for the adjacent tributaries has been collected historically. Furthermore, no data has been obtained from literature or the Environment Agency. However, some data is available in the A380 Kingskerswell Bypass Environmental Statement but further information has been requested to clarify locations.
Water Framework Directive water quality for the Aller Brook (upper and lower) shows this to be Good.
Groundwater
2.8.2.1 Site specific Site specific groundwater quality data is not available.
2.8.2.2 Local or regional No local or regional groundwater quality data has been collected historically. Furthermore, no data has been obtained from literature or the Environment Agency. However, some data is available in the A380 Kingskerswell Bypass Environmental Statement but further information has been requested to clarify locations.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 13 Zig Zag Quarry HRA Harleyford Aggregates
3 Geological and Hydrogeological Conceptual Model
Published and site-specific data together with development proposals have been used to derive a conceptual model of the hydrogeological regime at and adjacent to the development. The current conceptual understanding is also summarised graphically on a schematic cross section in Figure 5.
The conceptual model can be summarised as follows:
x The quarry lies at an approximate elevation of between 30 and 82m above Ordnance Datum (mAOD). The working floor area is at an approximate elevation of between 39 and 45mAOD. The ground broadly slopes to the southwest locally although along the eastern margins the ground falls roughly south towards the Beers Brook.
x Zig Zag Quarry is an existing sand and gravel quarry and has been in operation since 1947. Due to the nature of the topography of the site, the quarry has been worked from south to north on a number of wide benches. This is effectively into the direction of the hillside and has resulted in steep faces / slopes on the north and eastern edges of the quarry which act as the high walls to voids in the centre of the site.
x There was originally a significant thickness of Eocene Aller Gravels of up to 25m present although much of this has been worked out. The gravels are underlain, on an uncomfortable surface by the Upper Greensand which has a thickness of approximately 20m. This is in turn underlain uncomfortable by the Exeter Group.
x The groundwater level in the underlying aquifers is below the base of the quarry. The quarry has always been worked dry. The thickness of the unsaturated zone at the working platform is variable but is estimated to be a minimum of 24m at the lowest point of the quarry. The unsaturated Zone is significantly thicker at the top of the side slopes.
x Groundwater flow is considered to primarily follow topography flowing to the southwest of the site.
x The geological sequence is faulted to the south west (the Torbay Fault) juxtaposing the Aller Gravels and Upper Greensand to the east, against a thin sequence of Bovey Formation and possibly Upper Greensand overlying the Exeter Group to the west. It is assumed that the fault is hydraulically transmissive and that groundwater in the underlying aquifers provides a degree of baseflow to the Aller Brook.
x Flow within the Upper Greensand will be both intergranular and through fractures depending on the degree of cementation. The lithological variety within the Upper Greensand results in hydrogeological complexity. Where poorly consolidated, flow is generally intergranular. The ‘malmstone’ where present can act inconsistently: it has negligible primary porosity and permeability and can therefore act as a barrier to
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 14 Zig Zag Quarry HRA Harleyford Aggregates
groundwater movement forming spring lines. However, no springs are noted on mapping within the area of Greensand.
x Groundwater flow is considered to be primarily through secondary fracture porosity within the Exeter Group sequence but intergranular in the Alluvium deposits. The aquifer units are likely to be in hydraulic continuity.
x Attenuation of any potential fugitive leachate potentially generated in restoration materials would occur within the unsaturated zone(s) of the underlying formations and waste materials and dilution would also occur as this flows through the underlying aquifers.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 15 Zig Zag Quarry HRA Harleyford Aggregates
4 Hydrogeological Risk Assessment
4.1 Introduction
This Hydrogeological Risk Assessment (HRA) considers a Source-Pathway-Receptor (SPR) approach to determine how pollution from restoration materials (the Source) could pass through the underlying geological strata (the Pathway(s)) and impact on the environment (the Receptor(s)).
The HRA has been undertaken in three main parts:
x Development of a conceptual model;
x Risk screening; and
x Qualitative Risk Assessment.
A description of the conceptual model is presented in the preceding section and a schematic representation of the conceptual model is presented in Figure 5. The risk assessment presented here is qualitative for the purposes of determining the requirement for any further assessment.
The assessment seeks to consider fundamental factors which could impact the viability of the proposals. It is acknowledged that further assessment to determine specific engineering and waste acceptance requirements for the development may be subsequently required.
4.2 Overview of Proposals
Current development proposals are outlined in Appendix 1. This includes the waste recovery plan and selected drawings.
The scheme involves the importation of inert waste for the purpose of restoration of the former quarry works.
Waste types
A Waste Recovery Plan outlines the types of waste to be accepted. In order to provide protection of groundwater resources, waste coming into the site will be inert. Further discussion of the importance of this and the future requirements for robust Waste Acceptance Procedure is outlined below.
Waste Acceptance Criteria
All waste entering the site would undergo a rigorous Waste Acceptance Procedure and robust management of the waste entering the site would be adhered to.
Waste Acceptance Procedures would take a staged and robust approach to the characterisation of the waste to provide environmental protection. Prior to permitting the delivery of the waste, the waste producer would be required to provide the Operator with sufficient site-specific information to achieve characterisation of the waste including details of the source, its
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 16 Zig Zag Quarry HRA Harleyford Aggregates
characteristics and the type of waste. Any waste characterised as being unsuitable would be declined.
Any waste accepted on site would be subject to a visual and olfactory assessment by the waste operator on arrival. The operator would conduct a secondary visual and olfactory assessment when the material is unloaded. A final visual and olfactory inspection of the unloaded material would occur, by the Operator as the load is bladed out to create the final landform.
If at any time there is concern that the material is non inert, it would be isolated in a quarantine area and taken off site to an appropriately licenced facility.
Site Management
The use of fuels, oils, and general site operations would be undertaken in accordance with current best practice and the site operated in accordance with an agreed Environmental Management System.
This would ensure good housekeeping at all times and minimise potential contamination due to spills and inappropriate handling of potentially contaminating materials.
4.3 Source, Pathway, Receptor
A source, pathway, receptor approach has been used in establishing the risk posed to controlled waters by the proposals.
Source Term
As discussed above, it is anticipated that the imported inert waste would be soils and sub-soils and these are anticipated to generate insignificant leachable contamination. However, the detail of this would be considered further as proposals are developed and, if necessary, would be further assessed during the subsequent Environmental Permit application.
Pathway
Based on the conceptual model there are several pathways through which potential contamination has the potential to migrate from the proposed development.
x The main sub-surface transport pathway is perceived to be as dissolved contamination via unsaturated zone and groundwater transport in the Aller Gravel, Upper Greensand and Exeter Group aquifers.
x The second potential pathway would be via seepage and baseflow to adjacent surface water courses (predominantly the Aller Brook) via the underlying aquifers.
x The third potential pathway is via surface runoff discharging from the site.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 17 Zig Zag Quarry HRA Harleyford Aggregates
Pollutant linkages and conceptual model receptors
The primary potential source of contamination is considered to be the material deposited within the restoration. The inert nature of the proposed waste types to be accepted means that this material is considered to pose a low risk of fugitive leachate generation.
Whilst there is considered to be a low potential risk of fugitive leachate generation, if this does occur then this will migrate through the indigenous and imported waste material to the base of the site. This would in turn pass be transported through the geological barrier and the unsaturated zone where attenuation and degradation of contaminants would occur. Leachate would then enter the underlying aquifer where this would undergo dilution.
Notwithstanding this, the following are considered to represent the key potential receptors for any contamination migrating away from the proposed restoration.
1. Groundwater in the underlying aquifer units; and
2. Groundwater potentially discharging as surface water baseflow to the Aller and Brook.
4.4 Risk Assessment
In assessing the risk posed to controlled waters by the restoration, a tiered approach to risk assessment has been completed such that the degree of effort and complexity reflects the potential risk posed by the proposed operation and site location.
This process comprised an qualitative risk screening which has been used to determine whether the development proposals represent, or potentially represent, a fundamental risk to groundwater and surface water resources.
This qualitative assessment is being submitted for the purposes of pre application discussion to establish the presence or absence of fundamentally unacceptable risks. It is however recognised that further quantitative assessment may need to be completed during the permit application process following feedback from the Environment Agency.
Considerations made in this assessment are summarised below:
x The restoration area lies above the Aller Gravel Secondary A Aquifer, Upper Greensand Principal Aquifer ad Exeter Group Breccia Secondary A Aquifer. The quarry is out with a Source Protection Zone (SPZ).
x The Aller Gravel, Upper Greensand aquifers and the Exeter Group Breccia may be hydraulically connected to Alluvial deposits of the Aller Brook which are also classified as a Secondary A aquifer.
x There is anticipated to be limited perched groundwater within the underlying aquifers. It is estimated that the unsaturated zone is likely to be at least 15m thick and substantially greater across the bulk of the site.
x The type of wastes to be accepted are to be limited to inert wastes and robust controls would be employed on the materials being accepted.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 18 Zig Zag Quarry HRA Harleyford Aggregates
It was therefore anticipated that, subject to appropriate controls, the proposed development would pose a low threat to the wider water environment.
4.5 Review of Technical Precautions
Certain technical precautions might need to be considered where these are deemed appropriate to development proposals in order to provide adequate protection of groundwater and surface waters resources. They also help ensure that the development meets the requirements of relevant environmental regulations. The details of these precautions would be developed during the Environmental Permitting process following granting of planning permission. However, an outline of the precautions likely to be required is provided below.
Capping
No capping is likely to be proposed. The final form will consist of recreational land with land drainage.
Basal and Side Slope Liner Systems
Based on the conceptual model, subject to confirmatory testing, the use of in-situ materials is to be used to form the geological barrier.
Leachate Management
Based on the conceptual model, no leachate management is likely to be necessary.
Groundwater Management
Based on the conceptual model, no active groundwater management is likely to be necessary.
Surface Water Management
Surface water drainage would be managed in accordance with a formal surface water and drainage management plan. Devon County Council Mineral Planning Authority approved the phased drainage proposal set out within the document entitled: “Phasing Drainage Strategy - Zig Zag Quarry, Aller, Kingskerswell”, produced by Teignconsult Ltd, in March 2017. The drainage strategy provides various drawings that outline the proposed surface water drainage methods and layouts in accordance with the proposed restoration phases.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 19 Zig Zag Quarry HRA Harleyford Aggregates
5 Requisite Surveillance
5.1 Risk Based Monitoring Scheme
Although no significant fugitive leachate generation would be anticipated, in order to demonstrate that there is no significant impact from the development, a risk-based monitoring scheme may need to be established to provide control and compliance levels for priority contaminants. In doing so, the monitoring scheme would aim to confirm regulatory compliance.
Monitoring
No groundwater or surface water monitoring is anticipated.
However, should this be required a suitable monitoring suite would need to be determined and an example of this is set out in Table 5.1. The determinands and measurements are applicable to Inert WAC. Examples of how control and compliance would be used are also included.
Table 5.1 Monitoring Regime
Locations Determinands and measurements Frequency
Al, As, Ba, Ca, Cd, Cu, Fe, Pb, Mg, Suite sampled and analysed prior to Mn, Hg, Ni, K, Na, Zn, Cl, P, SO4 the importation of material at a Alkalinity and Hardness frequency to be determined to set a baseline. Ammoniacal N During importation of material Bicarbonate samples would be collected and TDS, TSS, DOC, EC, pH, TON analysed at agreed locations at a Fluoride frequency to be determined. Nitrate and Nitrite Phenols - Total (Monohydric) EPH (C10 – C40)
Control and Compliance Levels
Control and Compliance levels would be outlined following collection of sufficient baseline samples. However, some flexibility might still need to be exercised to account for longer term seasonal effects.
Proposed compliance limits would be set at discernible concentrations or at the appropriate Environmentally Acceptable Level (EAL) depending on the hazardous or non-hazardous nature of individual determinands and the location of identified receptors.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 20 Zig Zag Quarry HRA Harleyford Aggregates
Table 5.2 Control and Compliance Levels
Compliance Levels Sample Points Substance Units Control Compliance Level Level
Compliance limits would be set out in Table 5.2 to satisfy the monitoring requirements and allow assessment of the performance of the proposed operation to ensure that the development is not causing unacceptable contamination of controlled waters.
5.2 Contingency Action Plan
Should Control Levels be breached then the location at which the failure occurred would be re-sampled and assessed in order to confirm within three weeks from the receipt of results whether the breach was actual or anomalous.
Should the Control Level be breached for three consecutive sampling visits then an assessment would be made as to whether the breach is a rising trend potentially resulting from the site and requiring further action, or whether continued monitoring would be sufficient.
Should the Compliance Level be breached in the confirmatory sample then an assessment would be made as to whether the breach is resulting from the site and if so, an action plan put in place.
The monitoring staff would keep the Site Manager or their representative informed of any breaches of Control or Compliance Levels.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 21 Zig Zag Quarry HRA Harleyford Aggregates
6 Conclusions
This qualitative assessment has been completed to assess, for the purpose of pre application discussions, the risk posed by a proposed quarry restoration using a combination of indigenous waste mineral deposits and imported inert waste materials on land owned by Harleyford Aggregates at Zig Zag Quarry, Aller, Kingskerswell, Newton Abbot, Devon.
The proposed development is located above both Principal and Secondary A aquifers as designated by the Environment Agency. The formation is comprised primarily of shale, which weathers to clay near surface. To the southwest are deposits of Alluvium. This is also designated as a Secondary A aquifer and is likely to be in hydraulic connectivity with the bedrock aquifer.
Restoration will involve the placement of imported inert waste material on to the existing ground surface. Subject to testing, the compacted indigenous waste mineral material may provide a sufficient geological barrier for the restoration. However, augmentation of this using further material may need to be considered during detailed design. Formal groundwater and leachate management is not anticipated to be required but surface water runoff would be managed across the site. Outline surface water management proposals have been developed. Subject to pre application advice, detailed design, and where necessary risk assessment, would be set out and agreed.
Based on an understanding of the geological setting, development proposals, waste types and acceptance procedures, it is concluded that subject to appropriate mitigation, the proposals will not pose a significant risk to controlled waters and that there are no fundamentally unacceptable risks from the restoration using imported inert waste materials in this location. Subject to appropriate controls the development will therefore be compliant with respect to environmental permitting regulations.
1164_AEM_Zigzaq_Qualhra_Rev1.Docx Page 22
Figures
Appendices
Appendix 1 – Waste Recovery Plan including the Restoration Plans
Zig Zag Quarry
Environmental Permit
Waste Recovery Plan
December 2019
Prepared By
Project Quality Control Sheet
ORIGINAL Author Checked by Approved by
Signature
Date 20/12/2019 20/12/2019 20/12/2019
Company Aardvark EM Ltd Aardvark EM Ltd Aardvark EM Ltd
Location: Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, Newton Abbot, TQ12 5FN Grid Reference: SX 88026895 Project Manager: Jon Pettitt MSc PIEMA Report Author: Matthew Wiese BSc Hons Report Number: 1922 – R001 Report Status: FINAL v2 (updated December 2019)
Copyright: All copyright in this document is reserved.
Liability: This document contains information and may contain conclusions and recommendations. Every effort has been made to ensure that the information is accurate and that the opinions expressed are sound. However, Aardvark EM Limited cannot be made liable for any errors or omissions or for any losses or consequential losses resulting from decisions based on the information.
Report Written and Produced By Aardvark EM Limited, Higher Ford, Wiveliscombe, Taunton, Somerset, TA4 2RL Telephone: 01984 624989, Facsimile: 01984 623912 Email: [email protected], Web: www.aardvarkem.co.uk
Contents
1 Executive Summary ...... 1 2 Introduction ...... 4 2.1 Site Description ...... 5 2.2 Background ...... 7 2.3 Restoration Proposals ...... 7 2.3.1 Zig Zag Quarry ...... 7 2.3.2 Aller Vale Quarry Silt Lagoons ...... 8 2.4 Restoration objectives ...... 8 2.4.1 Zig Zag Quarry ...... 9 2.4.2 Aller Vale Quarry Silt Lagoons ...... 9 2.5 Restoration phases ...... 9 3 Waste Recovery Operation ...... 11 3.1 Benefit and purpose of use of waste ...... 11 3.2 The proposed quantity of waste and whether the minimum amount of waste is being used to achieve the intended benefit ...... 11 3.2.1 Proposed Waste Types ...... 12 3.2.2 Volume of waste to be recovered ...... 12 3.3 Pollution potential of the waste material ...... 13 3.4 Evidence of substitution for non-waste materials ...... 13 3.4.1 Zig Zag Quarry Planning Requirement Obligations ...... 13 3.4.2 Aller Quarry silt lagoons Planning Obligations...... 15 3.4.3 Justification for waste recovery ...... 15 3.5 Design Standards ...... 16 3.5.1 Restoration ...... 16 3.5.2 Drainage ...... 17 4 Conclusion ...... 18
Appendices Appendix 1 – Zig Zag Quarry Restoration Concept Plan Appendix 2 – Zig Zag Quarry Restoration Cross-section drawings Appendix 3 – Zig Zag Quarry Phased Working Scheme Appendix 4 – Zig Zag Quarry Biodiversity Method Statement Appendix 5 – Aller Vale Quarry Silt Pond Restoration Scheme Appendix 6 – Aller Vale Quarry Final Restoration Topography Restoration Scheme Appendix 7 – Devon County Council Planning Decision Notice DCC/3841/2016 Appendix 8 – Devon County Council Planning Decision Notice (07/02215/DCC)
Tables
Table 1:...... 13
Zig Zag Quarry – Waste Recovery Plan
1 Executive Summary
This report outlines the Waste Recovery Plan for the proposed restoration of the Zig Zag Quarry and the silt lagoons at the adjacent Aller Vale Quarry in Newton Abbott, Devon. The restoration proposals include the importation of inert soils and topsoil to backfill parts of the quarry to create a terraced landform profile. The importation of soils is also required for the restoration of the silt ponds at the Aller Vale Quarry. Without bringing in additional material the site could not be restored to an appropriate standard as the back wall of the quarry would remain as a steeply-sided escarpment which requires stabilisation. The integration of the site with the surrounding landscape is a key consideration of the restoration scheme. The site is located adjacent to a designated Area of Great Landscape Value (AGLV). Accordingly, the restored landscape profile is designed with regards to integration with the surrounding landscape. The site is also located within an area that is part of the Strategic Flyways for Greater Horseshoe Bats associated with the South Hams Special Area of Conservation (SAC). The partial infilling of the quarry with the imported material and soils to re-profile the quarry and provide tree planting and a number of fields enclosed with hedgerows will allow it to better fit within its landscape context and provide biodiversity enhancement. It is proposed that the eastern section of the Zig Zag quarry will be brought into agricultural use with field boundaries to be created through the planting of new hedgerows and hedgerow trees. The remainder of the proposed restoration would be an informal pattern of grassland and woodland over steep slopes and terraces in the north-western half of the site. The majority of the adjacent Aller Quarry has already been restored to grassland and woodland and it is proposed to restore the silt lagoons to grassland and woodland that would conform to the surrounding landscape. An environmental permit is now sought for the importation of topsoil and inert subsoils across parts of the site to enable the restoration. It is proposed that the site will operate under a bespoke environmental permit and that soils brought to site will be recovered for the purpose of restoration in accordance with the approved restoration plans. A Waste Recovery Plan must be submitted if applying for a waste recovery activity involving the permanent deposit of waste on land for construction or land remediation. This document therefore constitutes a Waste Recovery Plan to satisfy the above. The published Environment Agency Regulatory Guidance on Waste Recovery Plans and Permits, dated 18 October 2016, sets out the Environment Agency’s (EA) approach to determining whether an activity involving the permanent deposit of waste on land is waste recovery or waste disposal. This Waste Recovery Plan sets out how the 265,410 tonnes (132,705m3) of imported soils, plus approximately 38,000 tonnes (19,000m3) for Aller Vale silt lagoons, will be recovered with reference to the criteria within the guidance questions and is summarised below.
Is there a clear purpose and benefit from the activity? The importation of waste soils is solely to meet the objectives of the restoration of the site. The imported soils will be vital for ensuring that the stability of the terraced slopes as the site does not currently have sufficient material to allow for sloping the steep faces to an appropriate height and level. At Aller Vale Quarry imported soils will be essential to create a stable lagoon bank to the silt lagoons and the placement of soils on the collected silt will ensure that the establishment of vegetation can be successful.
Aardvark EM Limited – December 2019 Page 1 Zig Zag Quarry – Waste Recovery Plan
Is the recovered waste material suitable for its intended use? The material taken to the site will comprise entirely of inert subsoils suitable for the restoration of the former mineral workings with the addition of topsoil for the final restorative layer. The subsoils will be defined as inert in accordance with the relevant environmental permitting guidance and the methodology prescribed by the Council Decision 2003/33/EC. Topsoil is not considered to be inert by virtue of its biodegradable organic matter but will be used to create a growing medium within the top 0.5m of the restoration profile. All waste entering the site will undergo waste classification and testing in accordance with the proposed permit requirements. This assessment will include careful visual screening to ensure that no prohibited materials are accepted at the site.
Will the waste cause pollution? Strict waste acceptance procedures will be employed on site to ensure that no prohibited materials are accepted at the site. The procedures will also set out how to deal with rogue or non-conforming loads. The adherence to established waste acceptance procedures sufficient to minimise the risk of pollution to the surrounding environment.
What is the quantity of waste and is the minimum amount of waste being used to achieve the intended benefit? The proposed scheme has been specifically designed to satisfy the requirements of the planning authority. The planning permission allows for 285,000 tonnes of inert material to be imported to achieve the profiles provided under the approved restoration scheme. The most recent survey work revises the tonnage from that detailed in the original planning application. It is not estimated that 265,410 tonnes of material are required (based upon 132,705m3 with an assumed bulk density of 2 tonnes per m3). The proposed restoration scheme is for a landscape profile well below the pre-quarried levels and is designed to meet the following objectives:- 1) Ensure quarry walls are restored in a stable landform 2) Promote a return to agricultural use in the eastern extent of the former quarry 3) Establish diverse range of habitats across the remainder of the site 4) Support sustainable surface water management Should a lesser volume of material be used the restoration profiles in the consented scheme could not be achieved, or the restoration objectives met. This would result in a breach of planning control, with the potential for enforcement action from the Minerals Planning Authority, Devon County Council.
Is the waste being used as a substitute for a non-waste material? The restoration of the Zig Zag Quarry is a requirement of the 2001 planning permission notice. There is an obligation for the site to be restored in accordance with the plans agreed with the Mineral Planning Authority, Devon County Council (DCC). Subsequently the applicant obtained planning permission from Devon County Council in October 2016 (DCC/3841/2016) for the following development: “Continuation and extension of mineral extraction and processing to allow for an additional 500,000 tonnes of sand and gravel. Revised progressive restoration requiring the importation of 285,000
Aardvark EM Limited – December 2019 Page 2 Zig Zag Quarry – Waste Recovery Plan tonnes of inert waste material over a five year period. Diversion of a bridleway with the construction of a new permanent route at Harleyford Aggregates Ltd, Zig Zag Quarry”. The latest planning permission (DCC/3841/2016) and approved restoration plan (drawing No. 1036/PL14) incorporate all previous restoration plans. In the latest planning consent it is clear that Devon County Council recognised that there was always an intention to use inert waste material for re-instatement of the worked-out areas. Furthermore, the extraction/quarrying activity at Zig Zag Quarry was previously covered by the Review of Old Mineral Permissions (ROMP). The ROMP notice (Condition 3) established a requirement for the operator to submit a restoration plan for approval. The ROMP application was withdrawn on approval of the 2001 planning permission (2000/3295/16/PN) which in effect consolidated all previous permissions under one modern permission. With regards to the legal obligation for the restoration of the silt lagoons at the Aller Vale Quarry, a planning application specifically for the use of the silt lagoons was granted by DCC on 19 March 2008 (07/02215/DCC) for the following activity: “Continued use of silt lagoons at Colesville (Aller Vale) Quarry, Coffinswell, Newton Abbot”. Condition 4 of that planning permission requires that the landscaping scheme shall be in accordance with the general principles of restoration shown on drawing no. AO36e/59. In light of the above, the implementation of the planning permissions and approval of the restoration schemes demonstrate that there is a statutory obligation to restore the sites. Failure to restore the sites would constitute a breach of planning control and the legal agreement and be subject to enforcement action by Devon County Council.
Will the proposal be completed to an appropriate standard? The restoration scheme for the Zig Zag quarry has been compiled by a team of professionals at EPS Ecology Ltd. The restoration plan has been through the rigours of testing its appropriateness in the determination process of the planning application. The restoration will be implemented by an experienced and suitably qualified groundworks contractor. Reference will be made to the Construction Code of Practice for the Sustainable Use of Soils on Construction Sites when undertaking the infill phase of the restoration work.
Aardvark EM Limited – December 2019 Page 3 Zig Zag Quarry – Waste Recovery Plan
2 Introduction
Harleyford Aggregates Ltd have obtained planning permission for the continuation and extension of mineral extraction and processing at the Zig Zag Quarry, Newton Abbot. This includes the importation of up to 285,000 tonnes of inert soil over a five-year period to enable the proposed restoration scheme to be implemented. Separate planning permissions were granted for the pipelines for the deposition of silt and the continued use of the silt lagoons at Aller Vale Quarry. The site has been assessed for its suitability for a Standard Rules permit SR2015 No.39 “Use of waste in a deposit for recovery operation (Construction, reclamation, restoration or improvement of land other than by mobile plant)”, however due to the anticipated volume of soil required to complete the restoration, a bespoke permit will be applied for. The applicant for the permit will be Harleyford Aggregates (land owner), who will be working with experienced civil engineering and earthworks contractor, BT Jenkins Ltd. The existing planning approval allows for mineral extraction at Zig Zag Quarry to take place in a series of working phases and a progressive restoration. The previous phased restoration anticipated that void spaces would be generated through the extraction associated with Phase 1, which would accommodate deposition of the overburden and residual clays from future extraction of subsequent phases of extraction. Following further investigation, it was determined that the Phase 1 extraction did not generate a void large enough to accommodate surplus material from the next phase's workings and therefore the very tight working space has meant excavated material has been stored within Phases 2 and 3. This has meant the progressive restoration planned by the original planning consent issued in 2001 was not possible. Accordingly a new planning application was submitted to Devon County Council in 2016, which includes the importation of material. The planning application undertaken in 2016 sought to address the issue and steps are already underway to progress the restoration of the eastern flank of the quarry in accordance with existing planning permission using the existing material on-site. The approved restoration for Zig Zag Quarry (drawing No. 1036/PL15 – Figure 1) illustrates the following: 1) Restoration of the upper and middle faces around the northern section of the quarry by backfilling to create two woodland areas separated by an access track. 2) Restoration of the lower central and eastern sections of the quarry to an area of woodland, grassland, glades and in the south a seasonal wetland area, to the south of which is a linear belt of woodland. Once the mineral processing operations at Zig Zag Quarry cease the deposition and use of the silt lagoons at Aller Vale Quarry site will no longer be required and restoration will need to commence. The approved restoration scheme for the silt lagoons at the Aller Vale Quarry (drawing no. A036e/59 – Figure 5) indicates the following: 1) Capping of lagoons with soils and overburden to achieve required restoration profiles. 2) Planting of trees and grass to restore the site to grassland and woodland. The volume of waste required to adequately restore the land, ensures that a standard rules permit is not possible for this site. In-line with guidance for a bespoke permit application, this report has been compiled to provide evidence that the operation constitutes a waste recovery operation, rather than waste disposal.
Aardvark EM Limited – December 2019 Page 4 Zig Zag Quarry – Waste Recovery Plan
2.1 Site Description The site is located approx. 2km south-east of Newton Abbot, and 1.2km north-east of the village of Kingskerswell. The boundary marking the proposed development area is shown in Figure 1 and the Aller Vale silt lagoons are located approximately 200m directly north of Zig Zag Quarry. The Zig Zag Quarry restoration site, in its existing state, can be characterised into the following areas:- x A large void in the north-east of the site which is the older mineral extraction area. x The active mining area in the west of the site consisting of various benches and voids. x A large void to the south of the site which acts as the silt pond and return water dam. x The east and centre of the site consists of the wash plant, bagging and processing facilities, material stockpiling area and other administration facilities. The topography of the site is such that the elevation from the floor of the quarry in the west is approx. 40m AOD and increases into the hillside to the west to the highest point at approx. 80m AOD. The quarry site is mainly enclosed by woodland screening corridors of varying widths, some of which appear to be the result of planting, whilst hedgebanks supporting a low hedgerow of native woody species enclose the farmland to its north, east and south. The total area occupied by the quarry, including the voids and plant operations, measures approximately 8.2ha in extent. The existing plant and operation's area extends to approximately 2.0ha and the uses currently permitted include: x Processing, stockpiling and sale of sand and gravel, both excavated from adjoining land and imported into the site. x The bagging of processed and imported aggregates for resale. x Importation and resale of aggregates. x Production of ready mixed mortar and concrete. x Office accommodation for associated staff. x Pipeline to silt lagoons on adjacent land. The site is accessed through the existing quarry entrance off the A380 Torquay Road. The site is 1.6 km south of the Penn Inn roundabout at Newton Abbot and 2.5km north of Torquay. The silt lagoons at the adjacent Aller Vale Quarry are linked to the Zig Zag Quarry via an underground pipeline and occupy a total area of approximately 4 ha. Silt from the processing plant at Zig Zag Quarry is pumped via the underground pipeline to the upper silt lagoon (reference: T10), water then flows across the lagoon where silt is deposited by gravity, the clear water then flows into the lower lagoon (reference: T6) and the clean water is then re-circulated into the processing plant to be used again. The position of these lagoons is shown on plan ref: A036e/58 (Figure 5). Restoration of the silt lagoon reference T10 to grassland started in 2009 and final restoration is currently subject to the capping layer of topsoil. The majority of the area surrounding the lagoons has been restored to levels agreed in the approved plans by the importation of inert wastes in accordance with the planning consent and have undergone a suitable aftercare period.
Aardvark EM Limited – December 2019 Page 5 Zig Zag Quarry – Waste Recovery Plan
Figure 1: Site location plan
Aardvark EM Limited – December 2019 Page 6 Zig Zag Quarry – Waste Recovery Plan
2.2 Background Zig Zag Quarry is an existing sand and gravel quarry. The main business is providing highǦquality sand and gravel to the construction industry either in bulk or in bags. However, the site also retails other construction materials to the general public. According to the Devon County Minerals Local Plan1, the Zig Zag Quarry was initially worked under the auspices of a permission granted in 1947. The site was granted an extension in 1972 covering land to the north east of the quarry. Planning permission to extend mineral workings, rationalise the overall quarry workings and to restore the worked-out site by the importation of appropriate material for an after-use to woodland and meadow, was granted in May 2001. Due to the nature of the topography of the site, the quarry has been worked from a south to north direction on a number of wide benches. This is effectively into the direction of the hillside and has resulted in steep faces / slopes on the north and eastern edges of the quarry which act as the high walls to voids in the centre of the site. To ensure stabilisation of these slopes on the outer edges, the original restoration plan envisaged the backfilling the voids to create a series of stepped platforms towards the highest part of the hillside in the east. In order to achieve this, inert waste material would need to be brought to the site to act as stabilisation material and to create a medium for planting activities. The revised and approved 2016 restoration plan continues with this theme and reinforces the importance of creating stepped benches to reduce the steep outer slopes of the quarry. This approach results in a more stable feature and significantly reduces the visual impact as well as the drainage requirements, all of which promotes plant growth and a sustainable land use. In December 1997 planning permission was granted for underground pipelines leading from the adjacent Zig Zag Quarry to discharge silt into the existing settlement lagoons at Aller Vale Quarry. An additional consent, granted in March 2008, gave permission for the continued use of the silt lagoons and therefore silting will continue for the life of Zig Zag Quarry into lagoon reference T10.
2.3 Restoration Proposals
2.3.1 Zig Zag Quarry
The primary purpose of the activity is the restoration of the land to agricultural grazing with areas of scrubland and woodland. The importation of material to the site is essential for restoring parts of the site to allow the land to be returned to beneficial use; notably the steeply cut quarry sides and escarpments. The activity is therefore considered to create benefit to the land, improve the local landscape and increase amenity value for local residents. Key points in the Restoration Programme include: x The 2016 design follows the basic principles set out in the 2001 design, i.e. the quarry will retain a stepǦdown profile from Milber Lane to the base of the quarry; the retail sales area and plant site shall be retained to continue the importation and sales of construction material to the general public. x The 2001 plan incorporated the north and east of the quarry in the stepǦdown design. It has become apparent that the majority of the material currently stored in the eastern side of the
1 Devon County Minerals Local Plan, Adopted Plan: Part B, June 2004
Aardvark EM Limited – December 2019 Page 7 Zig Zag Quarry – Waste Recovery Plan
quarry is capable of remaining in situ. By leaving it in-situ it can be contoured to blend in with the field to the east of the quarry and be returned to agricultural use. When looking from the Coffinswell direction it will appear to be a natural landform and will screen the final working area. x The mineral extraction extension requires working up to a public bridleway. In response to this plan the landowner has identified a potential route for a permanent diversion which, whilst marginally longer than the existing route, will be of a lesser gradient making it easier to use. x The 2001 design had always anticipated the use of inert waste material to provide face stabilisation and final contours to the north of the site. x Harleyford Aggregates Ltd are seeking to continue use of the southern part of the site as an aggregate recycling facility once extraction of materials from the site is completed. By reducing the area of stepǦdown design and reintroducing an agricultural area the amount of inert material required to restore the site is significantly reduced. Surveys and calculations were undertaken in 2015 to establish the void space from a theoretical maximum extraction to the proposed final restored site design. These calculations determined that approximately 35,000t of topsoil and 250,000t of subsoils will be required to achieve the final restoration levels and allow for a suitable growing medium. x Following additional topographic survey undertaken in October 2019 has verified the volumes of material in the main quarry site to be 132,705m3, equivalent to 265,410 tonnes (at an assumed bulk density of 2 tonnes per m3). This is equivalent to 230, 410 tonnes of subsoil and 35,000 tonnes of topsoil. x The restoration plateau is designed on two levels. This is for two reasons: firstly the lower level adjacent to Torquay Road will retain the benefit of screening by the substantial earth embankment and tree screen, and secondly it will allow the site to manage rainfall runǦoff by providing a large area to absorb rainfall and in extreme rainfall events by diverting it away from the site entrance. The site will gradually fall from the west to the east, taking all rainfall towards the lagoon/pond to allow settlement prior to reǦuse on site or discharge off site.
2.3.2 Aller Vale Quarry Silt Lagoons
As mentioned in section 2.1 above, restoration of the silt lagoon reference T1 has been ongoing and is approaching the final stage which will include placement of top soil and subsequent landscaping works. Once mineral processing operations at Zig Zag Quarry cease the silt lagoon T10 will be allowed to dry. To create a stable lagoon bank it is proposed to place approximately 10,000t (5,000m3) of subsoils onto the lower slope of T10, a further 28,000t (14,000m3) of topsoil will be required for to achieve a suitable growing medium over the lagoons. The lagoon T10 will then be landscaped to an area of grassland and woodland. The clean water storage lagoon reference T6 will be profiled and landscaped to form a shallow water/marsh seasonal pond.
2.4 Restoration objectives The design of the restoration scheme is to meet the following principal objectives:-
Aardvark EM Limited – December 2019 Page 8 Zig Zag Quarry – Waste Recovery Plan
2.4.1 Zig Zag Quarry
1) Restoration of the upper and middle faces around the northern section of the quarry by backfilling to create two woodland areas separated by an access track. 2) Restoration of the lower central and eastern sections of the quarry to an area of woodland, and grassland and the area in the south a seasonal wetland area bounded to the south by a linear belt of woodland. 3) The existing storage and distribution yard will be retained and set aside as a future development site with a long term potential for leisure and retail land uses.
2.4.2 Aller Vale Quarry Silt Lagoons
1) Capping of lagoons with subsoils and topsoil to achieve the required restoration profiles. 2) Planting of trees and grass to restore the site to grassland and woodland.
2.5 Restoration phases The existing planning approval allows the extraction at Zig Zag Quarry to take place in a series of working phases and a progressive restoration. Work is continuing but due to variations in mineral quality and demand the extraction has not been able to be carried out in accordance with the original sequence. The approved restoration plan is to extend the extraction of minerals into the north-western area, as illustrated in the key on drawing number 1036/PL15 (Appendix 1). The existing woodland at the top of the existing quarry face along this flank will be felled and a series of working faces 7m high will be formed at a lower level. The final levels can be seen in cross-section (Appendix 2). Progressive restoration will continue to be carried out within the existing quarry permitted area, as shown on drawing number 1036/PL14 (Appendix 3). This will involve the following operations: 1) A continuation of ground shaping northwards from the existing restored area in the south-east corner of the quarry to coincide with existing levels at the top of the existing face adjacent to Milber Lane and south of Haccombe Farm House. This will involve the removal of the two incongruous linear conifer screens and the temporary spoil heaps. OnǦsite spoil and topsoil will be used to create a field totalling approximately 80m wide by 230m long (north to south) with a gradient of 1 in 6 (9.5°). 2) Using all available spoil and topsoil from the existing quarry working areas and that stripped from the proposed extension areas, plus imported spoil, a series of terraced slopes will be formed, as shown on drawings numbered 1036/PL15 (Appendix 1) and 1036/PL16 (Appendix 2). The upper quarry faces will be backfilled to a gradient of 1 in 1 ½ (34°), the two lower slopes backfilled at a gradient of 1 in 3 (18°). Access tracks will be provided as illustrated on the drawings. Along the eastern edge of this area a 1 in 1 ½ (34°) (north) and 1 in 2 (27°) (south) slope will link the backfilled northern areas to the western edge of the open field area described in (1) above. The new backfilled slopes will be grassed with a low maintenance seed mixture and planted, as illustrated, with copses of indigenous tree species to provide shelter, a diversity of habitats and visual interest. 3) The existing, southern section of the quarry will be developed to form platforms as illustrated in the restoration plan, drawing number 1036/PL15 (Appendix 1). The upper platform,
Aardvark EM Limited – December 2019 Page 9 Zig Zag Quarry – Waste Recovery Plan
approximately 1.4 hectares in area, will be set at the base of the northern backfilled slopes at a level of 38m AOD. The platform will be graded slightly back toward the base of the slope to allow rainfall to be either absorbed by the soil /grassland planting or intercepted in the drainage ditch and moved to the lagoon. A retaining structure 4.5m high will be constructed between this higher platform and the lower retained development site of approximately 1.8 hectares in area and set at a similar level to the existing quarry stockyard of 33.5m AOD. 4) A series of cutǦoff drains and catchment ditches will be provided to collect surface runǦoff water from the backfilled slopes and the development area and this water channelled to a new pond in the south, as shown on the drawing. 5) The soft landscaped areas will be carried out in the first available planting/seeding seasons as land becomes available. All new treeǦplanting will be carried out and maintained in accordance with the ecological report produced by EPS Ecology Ltd which forms part of the 2016 planning application. Condition 5 of the planning decision notice issued in May 2016 required the applicant to submit a Landscape Environmental Management Plan (LEMP) for the development. The applicant prepared a Biodiversity Method Statement (BMS) in fulfilment of this condition, which was subsequently approved/discharged by Devon County Council (DCC/3841/2016) on 22 May 2017 and is included as Appendix 4. The BMS produced by EPS Ecology Ltd provides further details on how the restoration will be achieved and managed. The report provides extensive detail on the following aspects; x Location and height of stockpiles of inert waste. x Grassland and tree management in line with BS3998 (including details of coppicing/ pruning. x Vegetation and tree removal, (timing and location, to ensure minimal harm to Bats, Birds, Reptiles, Amphibians and Dormice occurs). x Hedgerow management and ongoing aftercare. x Replacement planting (including soil preparation, planting method, spacing, seed types, plant species, stock size, means of protection/ support, timing of planting) and proposed maintenance. x Soil management; (including timings for removal; depth and method of spreading of subsoil’s and topsoil, their cultivation and fertilisation) in accordance with Mineral Practice Guidance. x Ongoing maintenance of fencing.
As previously mentioned final restoration of the silt lagoons at the Aller Vale Quarry will begin once the mineral processing operations at Zig Zag Quarry cease. The proposed restoration will include the following phases: 1) Final deposition of topsoil (approximately 11,400t (5,700m3)) and ground shaping to required profile at lagoon ref .T11, seeding and planting to grassland as well as additional tree planting. 2) Placement of capping material (approximately 10,000t (5,000m3)) to create a stable lagoon bank onto the lower slope of T10 and other areas to meet the required profiles. This area will also require 0.5m of topsoil (approximately 14,000t (7,000m3)) to allow for a suitable growing medium. 3) Landscaping to an area of grassland and intermittent woodland. The landscaping scheme will be in accordance with the general principles as shown on drawing ref: A036e/58 (Appendix 5) and drawing no A036e/59 (Appendix 6).
Aardvark EM Limited – December 2019 Page 10 Zig Zag Quarry – Waste Recovery Plan
4) Topsoil (approximately 2,600t (1,300m3)) will be placed as part of the restoration of the clean water storage lagoon reference T6, this area will then be profiled and landscaped to form a shallow water/marsh seasonal pond.
3 Waste Recovery Operation
This section of the report details how the site meets with the definition of waste recovery in-line with the criteria specified by the EA waste recovery and permitting guidelines and the definition of waste recovery provided by the Waste Framework Directive (WFD).
3.1 Benefit and purpose of use of waste With reference to the restoration objectives described above, the imported material will be vital for ensuring that the stability of the terraced slopes. The site does not currently have sufficient material to allow for sloping of the steep faces to a safe gradient. Similarly to the Zig Zag Quarry, imported material will be essential to create a stable lagoon bank and the placement of soils on the silt will ensure that the re-establishment of vegetation can be successful. The restoration is designed to achieve the following benefits:-
1) Restoration of the upper and middle faces around the northern section of the quarry by backfilling to create two woodland areas separated by an access track. Using all available spoil and topsoil from the existing quarry working areas and that stripped from the proposed extension areas, plus imported material, a series of terraced slopes will be formed. The new backfilled slopes will be grassed with a low maintenance seed mixture and planted, with copses of indigenous tree species to provide shelter, a diversity of habitats and visual interest.
2) Restoration of the lower central and eastern sections of the quarry to an area of woodland, grassland, glades and in the south a seasonal wetland area, to the south of which is a linear belt of woodland. Following importation of waste material to re-profile the landscape, this zone will be permitted to naturally regenerate. Similar to the above, the use of the imported material for backfilling of the worked out areas will allow for a more uniform landform base for the landscaping to proceed.
3) Enhance sustainable surface water management A series of cutǦoff drains and catchment ditches will be provided to collect surface runǦoff water from the backfilled slopes and the development area and this will be channelled to the existing lagoon/pond in the south eastern section of the quarry. Imported waste material will be used to create the backfilled slopes and surface water management bund to channel water to the pond.
3.2 The proposed quantity of waste and whether the minimum amount of waste is being used to achieve the intended benefit The proposed scheme has been specifically designed to satisfy the requirements of the planning authority. Up to 260,000t (130,000 m3) of imported inert soils and 63,000t (31,500 m3) of topsoil will
Aardvark EM Limited – December 2019 Page 11 Zig Zag Quarry – Waste Recovery Plan be required to achieve the profiles and growing medium provided under the approved restoration schemes (including the requirements for the Aller Vale silt lagoons). Should a lesser volume of material be used the restoration profiles in the consented scheme could not be achieved, or the restoration objectives met. This would result in a breach of planning control, with the potential for enforcement action from the Minerals Planning Authority, Devon County Council.
3.2.1 Proposed Waste Types
With reference to the European Waste Catalogue (EWC) List of Wastes (LoW) it is proposed to accept the following wastes at the site: 01 Waste resulting from exploration, mining, quarrying, physical and chemical treatment of minerals
Waste Code Description
01 04 08 Waste gravel and crushed rocks other than those mentioned in 01 04 07
01 04 09 Waste sand and clays
17 Construction and Demolition wastes (excluding excavated soil from contaminated sites)
Waste Code Description
17 05 04 Soils and stones including chalk other than those mentioned in 17 05 03
Material will only be sourced from uncontaminated sites and suitable soils will be selected for use at the site at source. This material will consist solely of inert subsoils, classified as such in accordance with the inert Waste Acceptance Criteria (WAC) specified by the European Council Decision 2003/3/EC (on establishing criteria and procedures for the acceptance of waste at landfills), and topsoil from uncontaminated sites. The proposal will prioritise the use of local materials, from contemporaneous geology and similar soil type as those seen at the quarry. To ensure the waste is suitable for the restoration objectives, pre-acceptance checks will be carried out and these will include waste characterisation tests that will be verified by a suitably qualified person prior to the soils leaving the site of origin. The results of these tests and checks will also be reviewed by the landowner or their representative prior to any waste material arriving at the site.
3.2.2 Volume of waste to be recovered
The applicant is seeking to continue this site once aggregate extraction is complete. However, by reducing the area of stepǦdown design and reintroducing an agricultural area, the amount of inert material required to restore the site will be reduced. Surveys were undertaken in October 2019 over the quarry and adjacent lagoons and calculations were performed to establish the void space from a theoretical maximum extraction to the proposed final restored site design. The calculations indicate the quarry site and the silt lagoons at Aller Vale Quarry will require the following volumes of restoration material:
Aardvark EM Limited – December 2019 Page 12 Zig Zag Quarry – Waste Recovery Plan
Area Cut (m3) Fill (m3) NET (m3) Tonnes (@ 2t/m3)
Main Quarry Site 65,600 198,330 132,705 265,410
Aller Vale Quarry Lagoons 0 19,000 19,000 38,000
TOTAL 65,600 217,330 151,705 303,410
Table 1:
To meet the definition of waste recovery the scheme must demonstrate that it proposes the minimum amount of waste to achieve the intended benefit. With reference to the restoration objectives the importation of fill materials will allow successful implementation of each. A lesser amount of material would not be adequate to ensure successful surface water drainage and safe gradients for the ecological management as set out in the Biodiversity Method Statement.
3.3 Pollution potential of the waste material Only inert subsoils and clean topsoil will be accepted at the site. Strict waste acceptance procedures will be employed on site to ensure that no prohibited materials will be accepted at the site. The procedures will also set out how to deal with rogue or non-conforming loads. As such, it is considered that in following the criteria detailed the material is unlikely to cause pollution.
3.4 Evidence of substitution for non-waste materials In accordance with the definition of waste recovery established by the Waste Framework Directive, waste recovery activities must demonstrate that the waste is being used as a substitute for non-waste material. In this case there is a planning obligation in the form of planning conditions to restore the sites according to the approved plans.
3.4.1 Zig Zag Quarry Planning Requirement Obligations
The obligation for restoration as a requirement of planning consent for the extraction of aggregates is established through the 2001 planning permission notice. The Environment Act 1995 placed a duty on the County Council to review and update mineral planning permissions where predominant mineral permission were granted between 1 April 1969 – 22 February 1982 referred to as Active Phase II sites. According to the Devon County Council Minerals Local Plan 2004 Zig Zag Quarry is an Active Phase II site. The classification would have meant that the council would have served a notice to specify a date for the determination of new planning conditions imposing modern operating, restoration and aftercare conditions upon the site. This essentially would have been undertaken through a Review of Old Mineral Permissions (ROMP) application. This was initially the case, however the ROMP application was withdrawn on approval of the 2001 planning permission which consolidated all previous permissions under one modern permission and it considered that these planning conditions were adequate. Devon County Council (DCC) granted planning permission in May 2001 under reference 2000/3295/16/PN and that planning permission included reinstatement of the worked-out site by the
Aardvark EM Limited – December 2019 Page 13 Zig Zag Quarry – Waste Recovery Plan importation of appropriate material for the restoration to woodland and meadow. As part of the conditions of that planning consent, condition 7 stipulated that materials to be incorporated into the mineral site for purposes of restoration shall comprise only selected non-putrescible wastes or such wastes as may be agreed in writing with the Mineral Planning Authority. The conditions of that planning permission also detailed the requirements of the overall restoration plan and work scheme activities. The 2001 planning permission was superseded by a subsequent planning permission granted in 2016 (ref. DCC/3841/2016) which explicitly specified the import of material for the completion of the restoration: “Continuation and extension of mineral extraction and processing to allow for an additional 500,000 tonnes of sand and gravel. Revised progressive restoration requiring the importation of 285,000 tonnes of inert waste material over a five year period. Diversion of a bridleway with the construction of a new permanent route at Harleyford Aggregates Ltd, Zig Zag Quarry”. The latest planning permission (DCC/3841/2016) and approved restoration plan (drawing No. 1036/PL14 - Figure 2) transpose all previous restoration plans. In the latest planning consent it is clear that DCC recognised that there was always an intention to use inert waste material for re-instatement of the worked-out areas. Condition 3 of the planning permission requires that “The development shall be carried out in strict accordance with the details shown on the Approved Plans/ Drawings and Document numbered or entitled 1036/PL4.1; 1036/PL14/A; 1036/PL 15/A; 1036/PL16/A; FRA Addendum V1 08.08.16; 446- FRA3B; 446-FRA4; BS72/06.16/01/DW/A; ‘Site Entrance Intercept/ Rev A’; 1036/50; unless varied by the conditions below.” In summary, this was clearly an application for the importation of inert material only, which sought to directly address the deficit between the volume of material available onsite, and the volume of material required to implement a suitable restoration scheme. The 2001 design had also always anticipated the use of inert waste material to provide face stabilisation and final contours to the north of the site. Condition 19 of the Planning Permission is explicit in that “inert waste, sand and gravel material, shall be imported into the site (in the case of waste material) or exported from the site (in the case of aggregate extracted at the site). This is to ensure that the impacts from the development on the highway are acceptable and in accordance with the mineral and waste policies”. The planning officer’s report document further highlights this as noted under section 6.10 of that report and extracted below: “It is considered that the proposed scheme would satisfy the criteria to be defined as a recovery operation and so accord with the waste hierarchy contained in the National Planning Policy for Waste and Waste Plan Policy W2 (Sustainable Waste Management). It would also meet the criteria set out in Policy W5 (Reuse, Recycling and Materials Recovery) as it would provide an opportunity for a beneficial use for the material. Policy W5 also allows for recovery of waste materials where a site is close to the source of waste, and it is evident that there are likely to be sufficient sources of local inert waste material as a consequence of proposed and permitted development within a 5 mile vicinity off the quarry, in combination with the fact that there are limited inert waste landfill sites in the vicinity that would provide an alternative destination for the waste (albeit at a lower level in the waste hierarchy)”. In light of the above, the implementation of the planning permission, approval of the restoration scheme demonstrates that there is a statutory obligation to restore the site. Failure to restore the site would constitute a breach of planning control and the legal agreement and be subject to enforcement action by DCC. A full copy of Planning Decision Notice ref. DCC/3841/2016 is included in Appendix 7.
Aardvark EM Limited – December 2019 Page 14 Zig Zag Quarry – Waste Recovery Plan
3.4.2 Aller Quarry silt lagoons Planning Obligations
Planning records show that quarrying operations have been carried out on site at Aller Vale since the 1950’s. In 1997 planning permission was granted for underground pipelines leading from the adjacent Zig Zag Quarry to discharge silt into the existing settlement ponds in Aller Vale Quarry. The planning history and council notes (EEC/06/27/HQ – June 20062) indicate that a draft Section 106 agreement was prepared and agreed in principle by DCC, the quarry operator and the landowner in 2004. The draft section 106 agreement contained a clause that should the Zig Zag Quarry permanently cease a restoration scheme for the silt lagoons should be submitted to the Council for approval. A planning application specifically for the use of the silt lagoons was however granted by DCC on 19 March 2008 (07/02215/DCC) for the following activity: “Continued use of silt lagoons at Colesville (Aller Vale) Quarry, Coffinswell, Newton Abbot”. Condition 4 of that planning permission requires that the landscaping scheme shall be in accordance with the general principles of restoration shown on plan (drawing no. AO36e/59 - Figure 5). The supporting information document submitted with the planning application indicates that approximately 10,000m3 of inert material, soils and overburden will be required for the restoration of the silt lagoons. This planning permission therefore places an obligation on the applicant to restore the silt lagoons in accordance with the approved restoration plan and the use of imported inert material to achieve this. This Planning Permission was effectively superseded by Condition 21 of DCC/3841/2016, which requires the restoration of the silt ponds at Aller Vale Quarry alongside the restoration of the Zig Zag Quarry. A full copy of the Planning Decision Notice ref: 07/02215/DCC is included in Appendix 8.
3.4.3 Justification for waste recovery
Without bringing in additional material the site could be partially restored, but the main quarry void would remain steeply-sided and difficult to integrate into the landscape. The planning officer’s report under section 6 states the following regarding the restoration proposal against the DCC Development Plan Policy: “The application proposes the importation of 285,000 tonnes of inert waste in order to achieve the final landforms proposed for restoration. In order to determine if the proposal amounts to a recovery operation, rather than amounting to disposal which sits lower in the waste hierarchy, the MPA needs to be satisfied that the waste would serve a useful purpose by replacing material that would have otherwise been used, in order to achieve an effective and lasting beneficial use. In this case there will be a requirement to restore Zig Zag quarry as part of the planning permission. Without bringing in additional material the site could be partially restored, but the main quarry void would remain steeply- sided and difficult to integrate into the landscape. This would raise material planning issues regarding its appearance adjacent to a designated Area of Great Landscape Value (AGLV) as well as its function as part of the strategic flyways for Greater Horseshoe Bats associated with the South Hams SAC. It is considered that partially capping the quarry with the imported waste to re-profile the quarry and provide tree planting and a number of fields enclosed with hedgerows with intermittent trees, will allow
2 PTE/16/49 Development Management Committee 19 October 2016
Aardvark EM Limited – December 2019 Page 15 Zig Zag Quarry – Waste Recovery Plan it to better fit within its landscape context and provide biodiversity enhancement – in particular for a European protected species. In order to achieve the proposed scheme, the alternative to bringing in inert waste would be using imported soils and other non-waste materials to achieve the final landforms. In this case using inert waste available locally may help to reduce road miles as well as limiting the need for extraction of additional finite resources”. During the preparation of the planning application, consideration was given to the likely availability of projects in the area that would be generating waste of an appropriate type of the use for this project. It was found that is there is likely to be sufficient volume of suitable, inert, waste material to complete this project within the local area. In addition, there are limited inert waste landfill sites in the vicinity that would provide an alternative destination for the waste (albeit at a lower level in the waste hierarchy).The material proposed for the infilling operation is considered appropriate for the purposes of the restoration of the land in terms of its composition, availability and economic feasibility. In-line with the waste hierarchy, waste recovery for use in a quarry restoration is considered preferable to disposal. It is unlikely that the use of primary/ secondary aggregate and/or virgin soils to complete the proposed restoration would be economically attractive. However, regardless of the economic consideration, the legal obligation on the quarry owner to ensure that a suitable landscape and aftercare scheme is completed remains. Were the importation of inert waste not an option, a scheme for the completion of the restoration works, as described in this plan, using non-waste would have needed to have been approved by Devon County Council (DCC). It is quite apparent that all consultation with the Minerals Authority through the ROMP notice as well as planning considerations with the DCC involved approval of importing inert material for use in the restoration scheme. This is also apparent for the restoration of the silt lagoons at the Aller Vale Quarry. It will not be viable to undertake a successful restoration scheme using only the available soils onsite and for the owner to implement the approved restoration scheme. If there was no option of accepting waste, the restored levels as proposed would need to be met for the reasons set out in Section 3.1 and 3.3 of this report. Planning permission (ref: DCC/3841/2016) is explicitly for the importation of inert waste to achieve the proposed site restoration. This is considered the optimum means of achieving the restoration in a timely manner. Whilst it would be possible to complete the work using non-waste alternatives, such as primary aggregate, or non-waste soil, this approach would deplete natural resources that would be better used elsewhere, it would also be in conflict with Devon County Waste policies which advocate the recycling and reuse of waste materials where possible and would introduce additional unnecessary costs to the project. For this reason the Planning Application is clear that it is proposed to use imported inert waste.
3.5 Design Standards
3.5.1 Restoration
The work will be carried out in accordance with the restoration proposals established in the Biodiversity Method Statement (BMS) developed by EPS Ecology Ltd. The BMS specifically highlights the measures and standards for managing soils, stockpiles, vegetation, hedgerows and ecology. DCC approved the Final (Revised V2) BMS in May 2017. Guidance on the restoration and aftercare of mineral sites is outlined within paragraphs 33-51 of the Technical Guidance to the National Planning Policy Framework, and this is referenced throughout the
Aardvark EM Limited – December 2019 Page 16 Zig Zag Quarry – Waste Recovery Plan design. The storage and spreading of soil will be carried out in accordance with the DEFRA (Department of Environment, Food and Rural Affairs) Construction Code for the Sustainable Use of Soils on Construction Sites. In particular, the recommendation in this document should be adhered to for the stockpiling and spreading of soils.
3.5.2 Drainage
DCC Mineral Planning Authority approved the phased drainage proposal set out within the document entitled: “Phasing Drainage Strategy - Zig Zag Quarry, Aller, Kingskerswell”, produced by Teignconsult Ltd, in March 2017. The drainage strategy provides various drawings that outline the proposed surface water drainage methods and layouts in accordance with the proposed restoration phases.
Aardvark EM Limited – December 2019 Page 17 Zig Zag Quarry – Waste Recovery Plan
4 Conclusion
The proposed importation of inert soils and topsoil for the purpose of restoration have been set out in this document, with specific reference to the criteria provided in the EA’s waste recovery plans and permits guidance. It is considered that the waste recovery tests presented in the guidance documentation have been satisfactorily addressed by this document. This document has established that without bringing in additional material the site could be partially restored, but the main quarry void would remain steeply-sided and difficult to integrate into the landscape. This would raise material planning issues regarding its appearance adjacent to a designated Area of Great Landscape Value (AGLV) as well as its function as part of the strategic flyways for Greater Horseshoe Bats associated with the South Hams SAC. The partial infilling the quarry with imported soils to re-profile the quarry and provide tree planting and a number of fields enclosed with hedgerows with intermittent trees, will allow it to better fit within its landscape context and provide biodiversity enhancement – in particular for a European protected species. As for the final restoration the eastern section would form agricultural fields, with hedgerows and hedgerow trees characteristic of the wider landscape. This will have beneficial visual effects in relation to the Local Character Area. The remainder of the proposed restoration would be an informal pattern of grassland and woodland, over steep slopes and terraces in the north-western half of the site. The restoration of the silt lagoons at the Aller Vale Quarry is necessary to complete the final profiles and beneficial after use for the site, especially since majority of the site has already been restored. Furthermore this documents addresses the key questions presented in the EA guidance documentation against which Waste Recovery Plans are assessed. The following are particularly of note: x Requirement for restoration original part of ROMP notice and subsequent planning approval in 2001 which accompanied the mineral extraction rights for the site; x A subsequent planning application was submitted and approved by Devon County Council in 2016 which set out the proposals for the restoration of the site. The pre-commencement conditions have been satisfied and discharged by the Mineral Planning Authority; x The planning permission for the continuation of the silt lagoons at Aller Vale Quarry in 2008 and the planning obligations for restoration. x The volume of material required to establish the required levels are considerably below the capacity left by the mineral extraction; x The restoration proposals fully utilise all soil and material available on-site; x Nevertheless the importation of up to 265,410 tonnes (132,705m3) of inert sub-soils and topsoil is required to complete the restoration largely owing to the proposed re-profiling of the steep northern quarry faces. This is the minimum amount of waste material required to complete the proposed restoration. x The importation of up to 38,000 tonnes (19,000m3) of inert sub-soils and topsoil is required to complete the restoration of the silt lagoons at the adjacent Aller Vale Quarry. The work will be carried out in accordance with the restoration scheme prepared by EPS Ecology Ltd. The storage and spreading of soil will be carried out in accordance with the DEFRA Construction Code for the Sustainable Use of Soils on Construction Sites. In particular the recommendation in this document should be adhered to for the stockpiling and spreading of soils.
Aardvark EM Limited – December 2019 Page 18 Zig Zag Quarry – Waste Recovery Plan
Appendices
Appendix 1 – Zig Zag Quarry Restoration Concept Plan
Approved Restoration Concept (Drawing No. 1036/PL15)
Aardvark EM Limited – December 2019
Zig Zag Quarry – Waste Recovery Plan
Appendix 2 – Zig Zag Quarry Restoration Cross-section Drawing
Restoration Cross Section (Drawing No. 1036/PL16)
Aardvark EM Limited – December 2019
Zig Zag Quarry – Waste Recovery Plan
Appendix 3 – Zig Zag Quarry Phased Working Scheme
Phased Restoration Scheme (Drawing No. 1036/PL14)
Aardvark EM Limited – December 2019
Zig Zag Quarry – Waste Recovery Plan
Appendix 4 – Biodiversity Method Statement
Aardvark EM Limited – December 2019 Teignbridge District Council Application No. : 16/01477/DCC (Please quote this reference in correspondence)
DCC/3841/2016 COUNTY OF DEVON
TOWN AND COUNTRY PLANNING ACT 1990 TOWN AND COUNTRY PLANNING (DEVELOPMENT MANAGEMENT PROCEDURE) (ENGLAND) ORDER 2010 TOWN AND COUNTRY PLANNING (APPLICATIONS) REGULATIONS 1988 TOWN AND COUNTRY PLANNING GENERAL REGULATIONS 1992
Town and Country Planning (Development Management Procedure) (England) Order 2015: Article 27
DETERMINATION OF CONDITIONS
To: Mr Richard Agnew, RJA Planning Services, 17 Tarbet Avenue, Exeter, Devon, EX1 2UE
Agent for: Harleyford Aggregates Ltd, Harleyford Estate, Henley Road, Marlow, Buckinghamshire, SL7 2DX
The Devon County Council hereby grants approval to carry out the development described in the application for determination of conditions, revised final version received on the on 5th April 2017, and the plans and drawings attached thereto entitled: ‘Biodiversity Method Statement – Mineral works restoration at Zig Zag Quarry, Newton Abbot, Devon : FINAL (Revised V2) April 2017’ brief particulars of which are as follows:
Submission in respect of Conditions 5 attached to planning permission 16/01477/DCC for Continuation and extension of mineral extraction and processing to allow for an additional 500,000 tonnes of sand and gravel. Revised progressive restoration requiring the importation of 285,000 tonnes of inert waste material over a 5 year period. Diversion of a bridleway with the construction of a new permanent route at Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, Newton Abbot, TQ12 5FN.
Hayley Stokes on behalf of the Head of Planning, Transportation and Environment
Date: 22nd May 2017
NOTE
This is not a decision under the Building Regulations Failure to adhere to the details of the approved plans or to comply with the above conditions constitutes a contravention of the Town and Country Planning Act 1990, in respect of which enforcement action may be taken. If this planning permission is for development by Devon County Council it can enure only for the Council’s benefit.
Appeals to the Secretary of State
x If you are aggrieved by the decision of your local planning authority to refuse permission for the proposed development or to grant it subject to conditions, then you can appeal to the Secretary of State under section 78 of the Town and Country Planning Act 1990.
x If you want to appeal against your local planning authority’s decision then you must do so within 6 months of the date of this notice.
x Appeals must be made using a form which you can get from the Secretary of State at Temple Quay House, 2 The Square, Temple Quay, Bristol BS1 6PN (Tel: 0303 444 5000) or online at https://acp.planninginspectorate.gov.uk.
x The Secretary of State can allow a longer period for giving notice of an appeal but will not normally be prepared to use this power unless there are special circumstances which excuse the delay in giving notice of appeal.
x The Secretary of State need not consider an appeal if it seems to the Secretary of State that the local planning authority could not have granted planning permission for the proposed development or could not have granted it without the conditions they imposed, having regard to the statutory requirements, to the provisions of any development order and to any directions given under a development order.
PURCHASE NOTICES
If either the Local Planning Authority or the First Secretary of State refuses permission to develop land or grants it subject to conditions, the owner may claim that he/she can neither put the land to a reasonably beneficial use in its existing state nor can he/she render that land capable of a reasonably beneficial use by carrying out of any development which has been or would be permitted.
In these circumstances, the owner may serve a Purchase Notice on the District Council in whose area the land is situated. This notice will require the Council to purchase his interest in the land in accordance with the provisions of Part VI of the Town and Country Planning Act 1990.
Conditions
Condition 5 (LEMP) Mineral operations at the site shall be carried out in accordance with the attached LEMP entitled ‘Biodiversity Method Statement – Mineral works restoration at Zig Zag Quarry, Newton Abbot, Devon : FINAL (Revised V2) April 2017’
Zig Zag Quarry – Waste Recovery Plan
Appendix 5 – Aller Vale Quarry Silt Pond Restoration Scheme
Restoration Scheme (Drawing no. A036e/58)
Aardvark EM Limited – December 2019
Zig Zag Quarry – Waste Recovery Plan
Appendix 6 – Aller Vale Quarry Final Restoration Topography Restoration Scheme
Final Restoration Topography Restoration Scheme (Drawing no. A036e/59)
Aardvark EM Limited – December 2019
Zig Zag Quarry – Waste Recovery Plan
Appendix 7 – Planning Decision Notice (DCC/3841/2016)
Aardvark EM Limited – December 2019
Zig Zag Quarry – Waste Recovery Plan
Appendix 8 – Planning Decision Notice (07/02215/DCC)
Aardvark EM Limited – December 2019
Appendix 2 – Envirocheck Report
Envirocheck ® Report: Datasheet
Order Details: Order Number: 219144638_1_1 Customer Reference: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details: Harleyford Aggregates Ltd, Zig Zag Quarry Aller Brake Road NEWTON ABBOT TQ12 5FN
Client Details: Mr N Leaney Aardvark EM Ltd Higher Ford Wiveliscombe Taunton Somerset TA4 2RL
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Contents
Report Section Page Number
Summary -
Agency & Hydrological 1
Waste 42
Hazardous Substances -
Geological 45
Industrial Land Use 50
Sensitive Land Use 60
Data Currency 61
Data Suppliers 66
Useful Contacts 67
Introduction
The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency/Natural Resources Wales and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client. In this datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.
Copyright Notice
© Landmark Information Group Limited 2019. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency/Natural Resources Wales and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report. © Environment Agency & United Kingdom Research and Innovation 2019. © Natural Resources Wales & United Kingdom Research and Innovation 2019.
Natural England Copyright Notice
Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.
Scottish Natural Heritage Copyright
Contains SNH information licensed under the Open Government Licence v3.0.
Ove Arup Copyright Notice
The Mining Instability data was obtained on licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The supplied Mining Instability data is derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.
Peter Brett Associates Copyright Notice
The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.
Radon Potential dataset Copyright Notice
Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
Natural Resources Wales Copyright Notice
Contains Natural Resources Wales information © Natural Resources Wales and Database Right. All rights Reserved. Contains Ordnance Survey Data. Ordnance Survey Licence number 100019741. Crown Copyright and Database Right. Contains Natural Resources Wales information © Natural Resources Wales and Database Right. All rights Reserved. Some features of this information are based on digital spatial data licensed from the Centre for Ecology & Hydrology © NERC (CEH). Defra, Met Office and DARD Rivers Agency © Crown copyright. © Cranfield University. © James Hutton Institute. Contains OS data © Crown copyright and database right 2019. Land & Property Services © Crown copyright and database right.
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Contents
Report Version v53.0
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Agency & Hydrological
BGS Groundwater Flooding Susceptibility pg 1 Yes Yes Yes n/a
Contaminated Land Register Entries and Notices
Discharge Consents pg 2 2 7 15
Prosecutions Relating to Controlled Waters n/a n/a n/a
Enforcement and Prohibition Notices
Integrated Pollution Controls
Integrated Pollution Prevention And Control pg 8 1
Local Authority Integrated Pollution Prevention And Control
Local Authority Pollution Prevention and Controls pg 8 3 4
Local Authority Pollution Prevention and Control Enforcements
Nearest Surface Water Feature Yes
Pollution Incidents to Controlled Waters pg 9 3 4 9
Prosecutions Relating to Authorised Processes
Registered Radioactive Substances
River Quality pg 12 2
River Quality Biology Sampling Points pg 12 1
River Quality Chemistry Sampling Points pg 13 3
Substantiated Pollution Incident Register pg 15 7
Water Abstractions pg 16 8 1 (*24)
Water Industry Act Referrals
Groundwater Vulnerability Map pg 25 Yes n/a n/a n/a
Groundwater Vulnerability - Soluble Rock Risk n/a n/a n/a
Groundwater Vulnerability - Local Information n/a n/a n/a
Bedrock Aquifer Designations pg 26 Yes n/a n/a n/a
Superficial Aquifer Designations n/a n/a n/a
Source Protection Zones
Extreme Flooding from Rivers or Sea without Defences pg 27 Yes n/a n/a
Flooding from Rivers or Sea without Defences pg 28 Yes n/a n/a
Areas Benefiting from Flood Defences n/a n/a
Flood Water Storage Areas n/a n/a
Flood Defences n/a n/a
OS Water Network Lines pg 28 11 46 65
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Waste
BGS Recorded Landfill Sites
Historical Landfill Sites pg 42 1 1
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries) pg 42 1
Licensed Waste Management Facilities (Locations) pg 42 1
Local Authority Landfill Coverage pg 42 2 n/a n/a n/a
Local Authority Recorded Landfill Sites pg 42 2
Potentially Infilled Land (Non-Water) pg 43 1 2 5
Potentially Infilled Land (Water) pg 43 1 1
Registered Landfill Sites pg 43 1 3
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites Hazardous Substances
Control of Major Accident Hazards Sites (COMAH)
Explosive Sites
Notification of Installations Handling Hazardous Substances (NIHHS)
Planning Hazardous Substance Consents
Planning Hazardous Substance Enforcements
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Geological
BGS 1:625,000 Solid Geology pg 45 Yes n/a n/a n/a
BGS Estimated Soil Chemistry pg 45 Yes Yes Yes Yes
BGS Recorded Mineral Sites pg 47 1 3 4
BGS Urban Soil Chemistry
BGS Urban Soil Chemistry Averages
CBSCB Compensation District n/a n/a n/a
Coal Mining Affected Areas n/a n/a n/a
Mining Instability n/a n/a n/a
Man-Made Mining Cavities
Natural Cavities
Non Coal Mining Areas of Great Britain n/a n/a
Potential for Collapsible Ground Stability Hazards pg 48 Yes n/a n/a
Potential for Compressible Ground Stability Hazards pg 48 Yes n/a n/a
Potential for Ground Dissolution Stability Hazards n/a n/a
Potential for Landslide Ground Stability Hazards pg 48 Yes Yes n/a n/a
Potential for Running Sand Ground Stability Hazards pg 49 Yes Yes n/a n/a
Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 49 Yes n/a n/a
Radon Potential - Radon Affected Areas n/a n/a n/a
Radon Potential - Radon Protection Measures n/a n/a n/a Industrial Land Use
Contemporary Trade Directory Entries pg 50 26 9 26
Fuel Station Entries pg 55 1 1
Points of Interest - Commercial Services pg 55 7 1 11
Points of Interest - Education and Health
Points of Interest - Manufacturing and Production pg 57 1 10 4 1
Points of Interest - Public Infrastructure pg 59 8
Points of Interest - Recreational and Environmental pg 59 2
Gas Pipelines pg 59 1
Underground Electrical Cables
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Sensitive Land Use
Ancient Woodland
Areas of Adopted Green Belt
Areas of Unadopted Green Belt
Areas of Outstanding Natural Beauty
Environmentally Sensitive Areas
Forest Parks
Local Nature Reserves
Marine Nature Reserves
National Nature Reserves
National Parks
Nitrate Sensitive Areas
Nitrate Vulnerable Zones
Ramsar Sites
Sites of Special Scientific Interest pg 60 1
Special Areas of Conservation
Special Protection Areas
World Heritage Sites
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A11SW 0 1 287994 (SW) 69121 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A6NE 14 1 287950 (S) 68850 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A7NW 20 1 288100 (S) 68800 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A6NE 40 1 287850 (SW) 68950 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding to Occur at Surface A6NE 56 1 287900 (S) 68850 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7SW 67 1 287994 (S) 68750 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10SE 138 1 287650 (W) 69150 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding to Occur at Surface A6NE 140 1 287800 (SW) 68900 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10SW 156 1 287600 (NW) 69450 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A7SW 164 1 288000 (S) 68650 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A6NE 171 1 287750 (SW) 68950 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10SW 179 1 287550 (W) 69300 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10SW 197 1 287550 (W) 69200 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A6NE 200 1 287700 (W) 69000 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding to Occur at Surface A6NE 203 1 287650 (W) 69050 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding to Occur at Surface A6NE 215 1 287700 (SW) 68950 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A10SW 245 1 287500 (NW) 69450 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10NW 267 1 287500 (NW) 69500 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A10SW 286 1 287450 (W) 69250 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10SW 293 1 287450 (NW) 69450 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A10NW 311 1 287450 (NW) 69500 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A10SW 355 1 287400 (W) 69150
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 1 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10NW 357 1 287400 (NW) 69500 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10NW 401 1 287450 (NW) 69650 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A6NW 409 1 287500 (SW) 68900 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A10NW 448 1 287350 (NW) 69600 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A9SE 479 1 287250 (W) 69300 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A9SE 483 1 287250 (W) 69200 Discharge Consents 1 Operator: Hanson Aggregates A10NW 223 2 287540 Property Type: MINERAL/GRAVEL EXTRACTION/QUARRYING (NW) 69480 Location: Royal Aller Vale Quarry, Newton Abbot, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-6760 Permit Version: 2 Effective Date: 30th September 2002 Issued Date: 28th June 2002 Revocation Date: Not Supplied Discharge Type: Trade Effluent Discharge-Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 1 Operator: Hanson Quarry Products Europe Ltd A10NW 223 2 287540 Property Type: MINERAL/GRAVEL EXTRACTION/QUARRYING (NW) 69480 Location: Royal Aller Vale Quarry, Newton Abbot, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-6760 Permit Version: 1 Effective Date: 24th August 1994 Issued Date: 24th August 1994 Revocation Date: 29th September 2002 Discharge Type: Trade Effluent Discharge-Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 2 Operator: Hall & Woodhouse Ltd A6NW 276 2 287624 Property Type: FOOD+BEVERAGE SERVICES/CAFE/RESTAURANT/PUB (W) 68990 Location: Barn Owl Pub Restaurant & 5 Chalets The Barn Owl Pub Restaurant, Aller Road, Newton Abbot, Devon, Tq12 5an Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Eprpb3036ag Permit Version: 1 Effective Date: 1st July 2013 Issued Date: 1st July 2013 Revocation Date: 7th August 2013 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Trib Of Aller Brook Status: New issued under EPR 2010 Positional Accuracy: Located by supplier to within 10m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 2 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 2 Operator: Hall & Woodhouse Limited A6NW 321 2 287579 Property Type: FOOD+BEVERAGE SERVICES/CAFE/RESTAURANT/PUB (W) 68986 Location: Barn Owl Pub Restaurant & 5 Chalets The Barn Owl Pub Restaurant, Aller Road, Newton Abbot, Devon, Tq12 5an Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Eprpb3036ag Permit Version: 2 Effective Date: 8th August 2013 Issued Date: 8th August 2013 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Trib Of Aller Brook Status: Varied under EPR 2010 Positional Accuracy: Located by supplier to within 10m Discharge Consents 3 Operator: Persimmon Homes (South West) Ltd A6NW 327 2 287600 Property Type: Domestic Property (Single) (SW) 68900 Location: Land At Aller Vale, Off Moorpark Road, KINGSKERSWELL , Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: NRA-SW-0492/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 27th February 1990 Revocation Date: Not Supplied Discharge Type: Sewage Effluent Discharge-Treated Effluent Discharge Freshwater Stream/River Environment: Receiving Water: Licence Status: Lapsed, Revoked Or Cancelled Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: South West Water A6SE 329 2 287750 Property Type: PUMPING STATION ON SEWERAGE NETWORK (WATER COMPANY) (SW) 68600 Location: Kingskerswell (Aller) Ps Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1321 Permit Version: 1 Effective Date: 30th October 1989 Issued Date: 30th October 1989 Revocation Date: 23rd October 2000 Discharge Type: Sewage Discharges - Final/Treated Effluent - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 4 Operator: South West Water A6SE 372 2 287730 Property Type: PUMPING STATION ON SEWERAGE NETWORK (WATER COMPANY) (SW) 68560 Location: Boundary Close Pumping Station 23 Boundary Close, Kingskerswell, Newton Abbot, Devon, Tq12 5bp Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 201583 Permit Version: 3 Effective Date: 31st March 2017 Issued Date: 6th March 2017 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: Varied under EPR 2010 Positional Accuracy: Located by supplier to within 10m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 3 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 4 Operator: South West Water A6SE 372 2 287709 Property Type: PUMPING STATION ON SEWERAGE NETWORK (WATER COMPANY) (SW) 68581 Location: Boundary Close Pumping Station 23 Boundary Close, Kingskerswell, Newton Abbot, Devon, Tq12 5bp Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 201583 Permit Version: 2 Effective Date: 20th February 2013 Issued Date: 20th February 2013 Revocation Date: 30th March 2017 Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook (S) Status: Varied under EPR 2010 Positional Accuracy: Located by supplier to within 10m Discharge Consents 5 Operator: South West Water A6SE 400 2 287693 Property Type: PUMPING STATION ON SEWERAGE NETWORK (WATER COMPANY) (SW) 68556 Location: Boundary Close Pumping Station 23 Boundary Close, Kingskerswell, Newton Abbot, Devon, Tq12 5bp Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 201583 Permit Version: 1 Effective Date: 23rd October 2000 Issued Date: 1st October 2000 Revocation Date: 19th February 2013 Discharge Type: Sewage Discharges - Pumping Station - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook (S) Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 6 Operator: South West Water A14SW 614 2 287397 Property Type: STORM TANK/CSO ON SEWERAGE NETWORK (WATER COMPANY) (NW) 69879 Location: Aller Brake Road Cso, No.1 Aller Brake Road, Newton Abbot, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 203093 Permit Version: 1 Effective Date: 26th April 2004 Issued Date: 26th April 2004 Revocation Date: Not Supplied Discharge Type: Public Sewage: Storm Sewage Overflow Discharge Freshwater Stream/River Environment: Receiving Water: Surface Water Sewer (S) Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 6 Operator: South West Water A14SW 614 2 287397 Property Type: STORM TANK/CSO ON SEWERAGE NETWORK (WATER COMPANY) (NW) 69879 Location: O/S 2 Aller Brake Road Cso, Newton Abbot, Devon Authority: Environment Agency, South West Region Catchment Area: Lower Teign & Lemon, Devon Reference: 201754 Permit Version: 1 Effective Date: 23rd October 2000 Issued Date: 23rd October 2000 Revocation Date: 25th April 2004 Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Allerbrook (S) Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 4 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 7 Operator: Mr C G Wilson Of South West Investment Ltd A8SW 637 2 288780 Property Type: DOMESTIC PROPERTY (MULTIPLE) (INCL FARM HOUSES) (SE) 68540 Location: Four Dwellings At Manor House, Coffinswell, Newton Abbot, Devon, Tq12 4sw Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 202528 Permit Version: 1 Effective Date: 15th August 2002 Issued Date: 15th August 2002 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: River Or Stream Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 8 Operator: Mr Peter Dawson A8NW 698 2 288910 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (E) 68900 Location: Ashland Hall Connybeare Lane, Coffinswell, Newton Abbot, Devon, Tq12 4sl Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 202279 Permit Version: 1 Effective Date: 12th October 2001 Issued Date: 25th October 2001 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Sub-Surface Irrigation System Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 8 Operator: Mr & Mrs Colledge A8NW 736 2 288950 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (E) 68870 Location: Plot 2 Ashlands, Coffinswell, Newton Abbot, Devon, Tq12 4sl Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 202280 Permit Version: 1 Effective Date: 12th October 2001 Issued Date: 25th October 2001 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Sub-Surface Irrigation System Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 9 Operator: Mr R Grogan A8SW 724 2 288900 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (SE) 68600 Location: Building Plot Adjc To, Cherang Tuli, Coffinswell, Devon., Tq12 4sn Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-2464/R Permit Version: 2 Effective Date: 17th December 2012 Issued Date: 17th December 2012 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Soakaway Status: Varied under EPR 2010 Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 5 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 9 Operator: Mr R Grogan A8SW 724 2 288900 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (SE) 68600 Location: Building Plot Adjc To, Cherang Tuli, Coffinswell, Devon., Tq12 4sn Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-2464/R Permit Version: 1 Effective Date: 1st April 1997 Issued Date: 1st April 1997 Revocation Date: 16th December 2012 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Soakaway Status: Varied by Application - (Water Resources Act 1991, Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 10 Operator: South West Water A2SE 784 2 287770 Property Type: STORM TANK/CSO ON SEWERAGE NETWORK (WATER COMPANY) (S) 68070 Location: Kingskerswell (Brookidore 2) Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1323 Permit Version: 1 Effective Date: 30th October 1989 Issued Date: 30th October 1989 Revocation Date: 23rd October 2000 Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 11 Operator: Mr R A Golding & Ms T Stringer A8NE 809 2 289020 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (E) 68910 Location: Gainsborough House (Formerly Known As Plot 3 , Ashlands), Coffinswell, Newton Abbot, Devon, Tq12 4sl Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: 202281 Permit Version: 1 Effective Date: 12th October 2001 Issued Date: 25th October 2001 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Sub-Surface Irrigation System Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Discharge Consents 12 Operator: South West Water A8SW 829 2 288950 Property Type: WWTW/SEWAGE TREATMENT WORKS (WATER COMPANY) (SE) 68450 Location: Coffinswell Stw, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-6019 Permit Version: 1 Effective Date: 20th September 1993 Issued Date: 20th September 1993 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Coffinswell Stream (S) Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 6 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 13 Operator: Mr R J Baker A2NW 840 2 287550 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (SW) 68110 Location: Granary Cottage, Churchend Road, Kingskerswell, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-2763 Permit Version: 1 Effective Date: 8th May 1991 Issued Date: 8th May 1991 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Land/Soakaway Environment: Receiving Water: Soakaway Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 14 Operator: Mr & Mrs M Tyrrrell-Smith A2SW 915 2 287520 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (SW) 68040 Location: Island Cottage, Kingskerswell, Newton Abbot, Devon, Tq12 5ld Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1902 Permit Version: 1 Effective Date: 2nd August 1990 Issued Date: 2nd August 1990 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Unnamed Trib To Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 15 Operator: Shiphay Builders Co A2SE 956 2 287650 Property Type: Not Given (S) 67930 Location: Dobbin Arch (Plot 4), School Lane, KINGSKERSWELL, Devon Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: SWWA 833/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 12th June 1987 Revocation Date: Not Supplied Discharge Type: Sewage Effluent Discharge-Treated Effluent Discharge Saline Estuary Environment: Receiving Water: Soakaway, Licence Status: Lapsed, Revoked Or Cancelled Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Discharge Consents 16 Operator: South West Water A2SE 977 2 287700 Property Type: STORM TANK/CSO ON SEWERAGE NETWORK (WATER COMPANY) (S) 67890 Location: Kingskerswell (Poundlane), Kingkerswell (Poundlane), Devon, Tq12 5ld Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1324 Permit Version: 2 Effective Date: 28th September 2010 Issued Date: 28th September 2010 Revocation Date: 26th November 2013 Discharge Type: Public Sewage: Storm Sewage Overflow Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: Surrendered under EPR 2010 Positional Accuracy: Located by supplier to within 10m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 7 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 16 Operator: South West Water A2SE 977 2 287700 Property Type: STORM TANK/CSO ON SEWERAGE NETWORK (WATER COMPANY) (S) 67890 Location: Kingskerswell (Poundlane), Kingkerswell (Poundlane), Devon, Tq12 5ld Authority: Environment Agency, South West Region Catchment Area: Tidal Teign & Torbay, Devon Reference: Nra-Sw-1324 Permit Version: 1 Effective Date: 30th October 1989 Issued Date: 30th October 1989 Revocation Date: 27th September 2010 Discharge Type: Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Aller Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Integrated Pollution Prevention And Control 17 Name: John Craxford (Plant Hire) Limited A1NE 998 2 287166 Location: Yannon Lane Landfill, 46, The Terrace, Torquay, Devon, TQ1 1DE (SW) 68256 Authority: Environment Agency, South West Region Permit Reference: RP3033MR Original Permit Ref: Zp3230bn Effective Date: 31st March 2008 Status: Revoked Application Type: Variation App. Sub Type: Minor Positional Accuracy: Manually positioned within the geographical locality Activity Code: 5.2 A(1) (B) Activity Description: Waste Landfilling; Any Other Landfill To Which The 2002 Landfill Regulations Apply Primary Activity: Y Local Authority Pollution Prevention and Controls 18 Name: Westcombe Service Station A7SW 79 3 288065 Location: Aller, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5AT (S) 68738 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: EPA/29285wes Dated: 31st March 1999 Process Type: Local Authority Air Pollution Control Description: PG1/14 Petrol filling station Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 19 Name: Arc South Western A10NW 178 3 287589 Location: Aller Vale Quarry, Newton Abbot (NW) 69472 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 61ARCS0000 Dated: Not Supplied Process Type: Local Authority Pollution Prevention and Control Description: PG3/8 Quarry processes including roadstone plants and the size reduction of bricks, tiles and concrete Status: Site Closed Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 19 Name: Hanson Ltd A10NW 182 3 287584 Location: Aller Vale, Torquay Road, NEWTON ABBOT, Devon, TQ12 4NW (NW) 69471 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 08/00084/B Dated: 9th February 1993 Process Type: Local Authority Pollution Prevention and Control Description: PG3/1Blending, packing, loading and use of bulk cement Status: Permitted Positional Accuracy: Automatically positioned to the address Local Authority Pollution Prevention and Controls 20 Name: Aller Vale Garage (Cox Bros) Ltd A3NW 587 3 288077 Location: 32 Newton Road, Kingskerswell, NEWTON ABBOT, Devon, TQ12 5AG (S) 68229 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 1788000320000 Dated: 8th April 1999 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Manually positioned to the address or location
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 8 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Local Authority Pollution Prevention and Controls 21 Name: Teignbridge Propellers Ltd A9NW 947 3 286862 Location: Unit 8A Silverhills Road, Decoy Industrial Estate, NEWTON ABBOTT, Devon, (NW) 69743 TQ12 5NB Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 1601020222000 Dated: 1st April 2004 Process Type: Local Authority Pollution Prevention and Control Description: PG2/4 Iron, steel and non-ferrous metal foundry processes Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 21 Name: Teignbridge Propellers Ltd A9NW 974 3 286822 Location: Unit 8a Silverhills Road, Decoy Industrial Estate, Newton Abbot, Tq12 5nd (NW) 69718 Authority: Teignbridge District Council, Environmental Health Department Permit Reference: 1601020222000 Dated: Not Supplied Process Type: Local Authority Pollution Prevention and Control Description: PG2/6 Aluminium and aluminium alloy processes Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 22 Name: Decoy Motors A9NW 975 3 286855 Location: Unit 10, Decoy Industrial Estate, Silverhills Road, NEWTON ABBOT, Devon, (NW) 69794 TQ12 5LZ Authority: Teignbridge District Council, Environmental Health Department Permit Reference: Epa/35222dec Dated: 4th December 1992 Process Type: Local Authority Air Pollution Control Description: PG1/1Waste oil burners, less than 0.4MW net rated thermal input Status: Authorisation revoked Positional Accuracy: Automatically positioned to the address Nearest Surface Water Feature A10SE 0 - 287921 (NW) 69220 Pollution Incidents to Controlled Waters 23 Property Type: Aggregate (Sand/Gravel) A7NW 19 2 288000 Location: Location Description Not Available (S) 68800 Authority: Environment Agency, South West Region Pollutant: Quarry/Extraction Water Note: Mechanical/Electrical Plant Failure Incident Date: 3rd December 1993 Incident Reference: 62014492 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Overflow Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 24 Property Type: Mines & Quarries/Mineral Industries A6NE 104 2 287800 Location: Location Description Not Available (SW) 69000 Authority: Environment Agency, South West Region Pollutant: Quarry/Extraction Water Note: Inadequate Design/Capacity Incident Date: 12th November 1991 Incident Reference: 31001978 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 25 Property Type: Aggregate (Sand/Gravel) A6NE 140 2 287800 Location: Location Description Not Available (SW) 68900 Authority: Environment Agency, South West Region Pollutant: Quarry/Extraction Water Note: Inadequate Design/Capacity Incident Date: 18th September 1992 Incident Reference: 62006889 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 9 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Pollution Incidents to Controlled Waters 26 Property Type: Industrial: Other A6NE 256 2 287700 Location: Location Description Not Available (SW) 68800 Authority: Environment Agency, South West Region Pollutant: Rubble/Litter Or Solids Note: Poor Operational Practise Incident Date: 23rd June 1992 Incident Reference: 62006363 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Overflow Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 27 Property Type: Aggregate (Sand/Gravel) A10NW 267 2 287500 Location: Location Description Not Available (NW) 69500 Authority: Environment Agency, South West Region Pollutant: Quarry/Extraction Water Note: Poor Management Control Incident Date: 15th August 1995 Incident Reference: 62011694 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Effluent Discharge Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 28 Property Type: Other Farming A7SE 315 2 288500 Location: Location Description Not Available (SE) 68700 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Not Supplied Incident Date: 3rd May 1991 Incident Reference: 62002640 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 29 Property Type: Not Given A6SE 366 2 287700 Location: Location Description Not Available (SW) 68600 Authority: Environment Agency, South West Region Pollutant: Unknown Note: Not Supplied Incident Date: 20th August 1994 Incident Reference: 62017204 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 30 Property Type: Other A9SE 550 2 287200 Location: Location Description Not Available (W) 69200 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Miscellaneous/Other Pollution Type Incident Date: 28th June 1992 Incident Reference: 62006358 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 31 Property Type: Road (Road Traffic Accident) A6SW 584 2 287500 Location: Location Description Not Available (SW) 68500 Authority: Environment Agency, South West Region Pollutant: Oils - Waste Oil Note: Accidental Spillage/Leakage Incident Date: 8th March 1995 Incident Reference: 62000695 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Spillage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 10 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Pollution Incidents to Controlled Waters 32 Property Type: Water Company Sewage: Storm Overflow A14SW 679 2 287501 Location: Location Description Not Available (NW) 70001 Authority: Environment Agency, South West Region Pollutant: Crude Sewage Note: Not Supplied Incident Date: 12th August 1993 Incident Reference: 62014744 Catchment Area: Lower Teign & Lemon, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Effluent Discharge Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 33 Property Type: Timber Processing A2SE 779 2 287700 Location: Location Description Not Available (S) 68100 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Poor Operational Practise Incident Date: 8th May 1991 Incident Reference: 62002146 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Leakage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 34 Property Type: Public Highway: Other A15NW 877 2 288000 Location: Location Description Not Available (N) 70300 Authority: Environment Agency, South West Region Pollutant: Oils - Petrol Note: Accidental Spillage/Leakage Incident Date: 30th June 1993 Incident Reference: 62008600 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Spillage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 35 Property Type: Water Company Sewage: Sewage Treatment Works A4NE 897 2 289000 Location: Location Description Not Available (SE) 68400 Authority: Environment Agency, South West Region Pollutant: Sewage - Treated Effluent Note: Mechanical/Electrical Plant Failure Incident Date: 3rd July 1992 Incident Reference: 62006369 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Effluent Discharge Incident Severity: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 36 Property Type: Public Highway: Surface Runoff A3SW 917 2 288100 Location: Location Description Not Available (S) 67900 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Not Supplied Incident Date: 8th November 1995 Incident Reference: 62011003 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 36 Property Type: Not Given A3SW 922 2 288100 Location: Location Description Not Available (S) 67895 Authority: Environment Agency, South West Region Pollutant: Surface Water Note: Natural Causes Incident Date: 14th May 1993 Incident Reference: 62008055 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Runoff Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 11 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Pollution Incidents to Controlled Waters 37 Property Type: Water Company Sewage: Sewage Treatment Works A8SE 947 2 289100 Location: Location Description Not Available (SE) 68495 Authority: Environment Agency, South West Region Pollutant: Unknown Note: Not Supplied Incident Date: 16th August 1991 Incident Reference: 62002393 Catchment Area: Tidal Teign & Torbay, Devon Receiving Water: Freshwater Stream/River Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m River Quality Name: Aller B (Teign) A6NW 330 2 287602 GQA Grade: River Quality A (SW) 68889 Reach: Manor Drive Kingskerswell-Aller Orchard Estimated Distance 1.9 (km): Flow Rate: Flow less than 0.31 cumecs Flow Type: River Year: 2000 River Quality Name: Aller B (Teign) A6NW 352 2 287545 GQA Grade: River Quality A (W) 68970 Reach: Aller Orchard-Penninn Newton Abbot Estimated Distance 1.8 (km): Flow Rate: Flow less than 0.62 cumecs Flow Type: River Year: 2000 River Quality Biology Sampling Points 38 Name: Aller Brook (Teign) A6NW 332 2 287550 Reach: Aller Orchard To Penninn Newton Abbot (W) 69000 Estimated Distance: 1.80 Positional Accuracy: Located by supplier to within 10m Year: 1990 GQA Grade: River Quality Biology GQA Grade E - Poor Year: 1995 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2000 GQA Grade: River Quality Biology GQA Grade C - Fairly Good Year: 2002 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2003 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2004 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2005 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2006 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2007 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2008 GQA Grade: River Quality Biology GQA Grade B - Good Year: 2009 GQA Grade: River Quality Biology GQA Grade C - Fairly Good
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 12 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
River Quality Chemistry Sampling Points 39 Name: Aller Brook (Teign) A6NW 311 2 287598 Reach: Source To Edginswell Pumping Station (SW) 68950 Estimated Distance: 1.20 Objective: Not Supplied Positional Accuracy: Located by supplier to within 10m Year: 1990 GQA Grade: River Quality Chemistry GQA Grade C - Fairly Good Compliance: Not Supplied Year: 1993 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1994 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1995 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1996 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1997 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 1998 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 1999 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 2000 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2001 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2002 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2003 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2004 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2005 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2006 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2007 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2008 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2009 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 13 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
River Quality Chemistry Sampling Points 39 Name: Aller Brook (Teign) A6NW 311 2 287598 Reach: Edginswell Pumping Stn To Kingskerswell (SW) 68950 Estimated Distance: 1.90 Objective: Not Supplied Positional Accuracy: Located by supplier to within 10m Year: 1990 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1993 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1994 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1995 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1996 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1997 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 1998 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 1999 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 2000 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2001 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2002 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2003 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2004 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2005 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2006 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2007 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2008 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2009 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 14 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
River Quality Chemistry Sampling Points 39 Name: Aller Brook (Teign) A6NW 311 2 287598 Reach: Manor Drive Kingskerswell To Aller Orchard (SW) 68950 Estimated Distance: 1.90 Objective: Not Supplied Positional Accuracy: Located by supplier to within 10m Year: 1990 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 1993 GQA Grade: River Quality Chemistry GQA Grade B - Good Compliance: Not Supplied Year: 1994 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1995 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1996 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 1997 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 1998 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 1999 GQA Grade: River Quality Chemistry GQA Grade D - Fair Compliance: Not Supplied Year: 2000 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2001 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2002 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2003 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2004 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2005 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2006 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2007 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2008 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Year: 2009 GQA Grade: River Quality Chemistry GQA Grade A - Very Good Compliance: Not Supplied Substantiated Pollution Incident Register 40 Authority: Environment Agency - South West Region, Devon and Cornwall Area A1NE 966 2 287227 Incident Date: 28th March 2007 (SW) 68230 Incident Reference: 480562 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other Substantiated Pollution Incident Register 40 Authority: Environment Agency - South West Region, Devon and Cornwall Area A1NE 973 2 287215 Incident Date: 28th March 2007 (SW) 68233 Incident Reference: 480549 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 15 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Substantiated Pollution Incident Register 40 Authority: Environment Agency - South West Region, Devon and Cornwall Area A1NE 974 2 287217 Incident Date: 28th March 2007 (SW) 68229 Incident Reference: 480528 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other Substantiated Pollution Incident Register 40 Authority: Environment Agency - South West Region, Devon and Cornwall Area A1NE 975 2 287219 Incident Date: 28th March 2007 (SW) 68225 Incident Reference: 480580 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other Substantiated Pollution Incident Register 40 Authority: Environment Agency - South West Region, Devon and Cornwall Area A1NE 976 2 287215 Incident Date: 28th March 2007 (SW) 68229 Incident Reference: 480572 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other Substantiated Pollution Incident Register 40 Authority: Environment Agency - South West Region, Devon and Cornwall Area A1NE 981 2 287215 Incident Date: 28th March 2007 (SW) 68221 Incident Reference: 480588 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other Substantiated Pollution Incident Register 40 Authority: Environment Agency - South West Region, Devon and Cornwall Area A1NE 984 2 287215 Incident Date: 28th March 2007 (SW) 68216 Incident Reference: 480595 Water Impact: Category 4 - No Impact Air Impact: Category 4 - No Impact Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable : Other Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 102 Location: Royal Aller Vale Quarry - Borehole (Point B) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry & Zig-Zag Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 13th August 2012 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 16 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 102 Location: Royal Aller Vale Quarry - Well (Point A) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry & Zig-Zag Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 13th August 2012 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 101 Location: Royal Aller Vale Quarry - Borehole (Point B) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry & Zig-Zag Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 25th October 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 101 Location: Royal Aller Vale Quarry - Well (Point A) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry & Zig-Zag Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 25th October 2000 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Borehole (Point B) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 17 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Well (Point A) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): 1091 Yearly Rate (m3): 54545 Details: Royal Aller Vale Quarry Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Well (Point A) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Quarry, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 41 Operator: Hanson Quarry Products Europe Ltd A10NW 189 2 287600 Licence Number: 14/46/003/0047 (NW) 69500 Permit Version: 100 Location: Royal Aller Vale Quarry - Borehole (Point B) Authority: Environment Agency, South West Region Abstraction: Extractive: Process water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Royal Aller Vale Quarry Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 19th January 1999 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions 42 Operator: Mr S R Lancaster A8SE 946 2 289100 Licence Number: 14/46/003/0112 (SE) 68500 Permit Version: 100 Location: Court Barton Farm, Tapped Spring Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lands At, Court Barton Farm, Coffinswell Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 27th March 1987 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 18 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions Operator: J SAINSBURY PLC (NW) 1294 2 287105 Licence Number: 14460030147 70495 Permit Version: Not Supplied Location: Sainsbury's, NEWTON ABBOT Authority: Environment Agency, South West Region Abstraction: Private Water Supplies (Domestic) Abstraction Type: Not Supplied Source: Spring Daily Rate (m3): 11.00 Yearly Rate (m3): 4000.00 Details: Not Supplied Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: J SAINSBURY PLC (NW) 1298 2 287105 Licence Number: 14460030147 70500 Permit Version: Not Supplied Location: Sainsbury's, NEWTON ABBOT Authority: Environment Agency, South West Region Abstraction: Industrial Cooling (Miscellaneous) Abstraction Type: Not Supplied Source: Spring Daily Rate (m3): 931.80 Yearly Rate (m3): 3164.00 Details: Non-Evaporative Cool Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: J Sainsbury Plc (NW) 1300 2 287100 Licence Number: 14/46/003/0147 70500 Permit Version: 100 Location: J Sainsbury Plc - Sealed Sump Authority: Environment Agency, South West Region Abstraction: Other Industrial/Commercial/Public Services: General Cooling (Existing Licences Only) (High Loss) Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Sainsbury'S, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 28th October 1996 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: J Sainsbury Plc (NW) 1300 2 287100 Licence Number: 14/46/003/0147 70500 Permit Version: 100 Location: J Sainsbury Plc - Sealed Sump Authority: Environment Agency, South West Region Abstraction: Private Water Supply: General Use (Medium Loss) Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): 131 Yearly Rate (m3): 24000 Details: Sainsbury'S, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 28th October 1996 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 19 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions Operator: J SAINSBURY PLC (NW) 1302 2 287105 Licence Number: 14460030147 70505 Permit Version: Not Supplied Location: Sainsbury's, NEWTON ABBOT Authority: Environment Agency, South West Region Abstraction: Private Water Supply (Schools/Charities/Sports Etc) Abstraction Type: Not Supplied Source: Spring Daily Rate (m3): 931.80 Yearly Rate (m3): 3164.00 Details: Swimming & Paddle Pools Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: J SAINSBURY PLC (NW) 1305 2 287100 Licence Number: 14460030147 70505 Permit Version: Not Supplied Location: Sainsbury's, NEWTON ABBOT Authority: Environment Agency, South West Region Abstraction: Private Water Supply (Schools/Charities/Sports Etc) Abstraction Type: Not Supplied Source: Spring Daily Rate (m3): 131.00 Yearly Rate (m3): 24000.00 Details: Not Supplied Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr R J Rowe A16SE 1363 2 289200 Licence Number: 14/46/003/0129 (NE) 70100 Permit Version: 100 Location: Home Farm, Tapped Spring Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Home Farm, Haccombe, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 2nd September 1966 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Teignbridge District Council (NW) 1434 2 286500 Licence Number: 14/46/003/0693 70100 Permit Version: 100 Location: Decoy Lake Authority: Environment Agency, South West Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): 96 Yearly Rate (m3): 4545 Details: Newton Abbot Parks, Gardens & Roads, Fao Client Services Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 20 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions Operator: Teignbridge District Council (NW) 1434 2 286500 Licence Number: 14/46/003/0693 70100 Permit Version: 100 Location: Decoy Lake Authority: Environment Agency, South West Region Abstraction: Other Industrial/Commercial/Public Services: Process Water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): 3 Yearly Rate (m3): 709 Details: Newton Abbot Parks, Gardens & Roads, Fao Client Services Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: MR & MRS J L BELL (SE) 1572 2 289400 Licence Number: 14460030499 67800 Permit Version: Not Supplied Location: Lands At, Aller Brook House, COFFINSWELL Authority: Environment Agency, South West Region Abstraction: Agricultural Spray Irrigation (Summer) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 21.80 Yearly Rate (m3): 2045.00 Details: Aller Brook Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr & Mrs J L Bell (SE) 1576 2 289400 Licence Number: 14460030499 67795 Permit Version: Not Supplied Location: Lands At, Aller Brook House, COFFINSWELL Authority: Environment Agency, South West Region Abstraction: Agricultural Spray Irrigation (Summer) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 21.80 Yearly Rate (m3): 2045.00 Details: These Two Points; 1696 Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Mr S R Lancaster (E) 1591 2 289800 Licence Number: 14/46/003/0111 68700 Permit Version: 100 Location: Court Barton Farm, Tapped Spring Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lands At, Court Barton Farm, Coffinswell Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 27th March 1987 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 21 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions Operator: Teignbridge District Council (NW) 1608 2 286300 Licence Number: 14/46/003/0693 70100 Permit Version: 100 Location: Decoy Lake Authority: Environment Agency, South West Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): 96 Yearly Rate (m3): 4545 Details: Newton Abbot Parks, Gardens & Roads, Fao Client Services Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Teignbridge District Council (NW) 1608 2 286300 Licence Number: 14/46/003/0693 70100 Permit Version: 100 Location: Decoy Lake Authority: Environment Agency, South West Region Abstraction: Other Industrial/Commercial/Public Services: Process Water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): 3 Yearly Rate (m3): 709 Details: Newton Abbot Parks, Gardens & Roads, Fao Client Services Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: A C J & MRS B J COOPER (E) 1642 2 289800 Licence Number: 14460030006 69495 Permit Version: Not Supplied Location: Lands At, Church Farm , HACCOMBE WITH COMBE Authority: Environment Agency, South West Region Abstraction: Agriculture (General) Abstraction Type: Not Supplied Source: Spring Daily Rate (m3): 12.70 Yearly Rate (m3): 4646.00 Details: Not Supplied Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr & Mrs A & B Cooper (E) 1643 2 289800 Licence Number: 14/46/003/0006 69500 Permit Version: 100 Location: Church Farm, Spring Catchpit Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lands At, Church Farm, Haccombe-With-Combe Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 30th January 1997 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 22 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions Operator: TEIGNBRIDGE DIST COUNCIL (NW) 1656 2 286201 Licence Number: 14460030104 70001 Permit Version: Not Supplied Location: Lands-Forde Park School, Playing Fields -, Swimming Pool, NEWTON ABBOT Authority: Environment Agency, South West Region Abstraction: Private Water Supply (Schools/Charities/Sports Etc) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 545.50 Yearly Rate (m3): 1364.00 Details: Swimming Pool Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr & Mrs J L Bell (SE) 1670 2 289600 Licence Number: 14/46/003/0498 67900 Permit Version: 100 Location: Aller Brook House, Well Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Lands At, Aller Brook House, Coffinswell Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 20th October 1987 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Mr C W Hayter (NE) 1723 2 289500 Licence Number: 14/46/003/0553 70300 Permit Version: 100 Location: Inland Water At Bond'S Lawn Between Two Points Authority: Environment Agency, South West Region Abstraction: General Agriculture: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a river or stream reach, or a row of wellpoints Source: Surface Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Bonds Lawn, Haccombe, Newton Abbot, Devon Tq12 4sj Authorised Start: 01 March Authorised End: 30 September Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: MR K HAYTER (NE) 1723 2 289500 Licence Number: 14460030553 70300 Permit Version: Not Supplied Location: Location Description Not Available Authority: Environment Agency, South West Region Abstraction: Agricultural Spray Irrigation (Summer) Abstraction Type: Not Supplied Source: River Daily Rate (m3): 54.50 Yearly Rate (m3): 545.00 Details: March 1 To Sept 30 00014M0003000G Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 23 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions Operator: TEIGNBRIDGE DIST COUNCIL (NW) 1825 2 286105 Licence Number: 14460030693 70195 Permit Version: Not Supplied Location: Newton Abbot Parks, Gardens & Roads, Fao Client Services, NEWTON ABBOT Authority: Environment Agency, South West Region Abstraction: Spray Irrigation Abstraction Type: Not Supplied Source: Groundwater Fed Reservoir Daily Rate (m3): 95.50 Yearly Rate (m3): 4545.00 Details: Gardens Etc; 10734 Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Teignbridge District Council (NW) 1832 2 286100 Licence Number: 14/46/003/0693 70200 Permit Version: 100 Location: Decoy Lake Authority: Environment Agency, South West Region Abstraction: Golf Courses: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Newton Abbot Parks, Gardens & Roads, Fao Client Services Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Teignbridge District Council (NW) 1832 2 286100 Licence Number: 14/46/003/0693 70200 Permit Version: 100 Location: Decoy Lake Authority: Environment Agency, South West Region Abstraction: Other Industrial/Commercial/Public Services: Process Water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Newton Abbot Parks, Gardens & Roads, Fao Client Services Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 1st April 2008 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Mr W H Hepper (N) 1859 2 288800 Licence Number: 14/46/003/0137 71100 Permit Version: 100 Location: Heywoods Farm,Tapped Spring Authority: Environment Agency, South West Region Abstraction: General Farming And Domestic Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Heywood Farm, Netherton, Newton Abbot Authorised Start: 01 January Authorised End: 31 December Permit Start Date: 16th September 1966 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 24 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Groundwater Vulnerability Map Combined Secondary Bedrock Aquifer - High Vulnerability A11SW 0 4 287994 Classification: (SW) 69121 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: High Bedrock Flow: Mixed Dilution: >550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge: Groundwater Vulnerability Map Combined Principle Bedrock Aquifer - High Vulnerability A7NW 0 4 288000 Classification: (S) 68822 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: Intermediate Bedrock Flow: Mixed Dilution: >550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge: Groundwater Vulnerability Map Combined Secondary Bedrock Aquifer - High Vulnerability A7NW 0 4 287994 Classification: (S) 69000 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: Intermediate Bedrock Flow: Mixed Dilution: >550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge: Groundwater Vulnerability Map Combined Principle Bedrock Aquifer - High Vulnerability A7NW 0 4 288197 Classification: (SE) 69000 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: Intermediate Bedrock Flow: Mixed Dilution: >550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge:
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 25 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Groundwater Vulnerability Map Combined Secondary Bedrock Aquifer - High Vulnerability A7NW 0 4 288251 Classification: (SE) 68996 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: Intermediate Bedrock Flow: Mixed Dilution: >550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge: Groundwater Vulnerability Map Combined Secondary Bedrock Aquifer - High Vulnerability A7NW 0 4 288000 Classification: (S) 69000 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: Intermediate Bedrock Flow: Mixed Dilution: >550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge: Groundwater Vulnerability Map Combined Principle Bedrock Aquifer - High Vulnerability A11SW 0 4 288183 Classification: (NE) 69219 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: High Bedrock Flow: Mixed Dilution: 300-550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge: Groundwater Vulnerability Map Combined Secondary Bedrock Aquifer - High Vulnerability A11SW 0 4 288000 Classification: (E) 69121 Combined High Vulnerability: Combined Aquifer: Productive Bedrock Aquifer, No Superficial Aquifer Pollutant Speed: High Bedrock Flow: Mixed Dilution: 300-550 mm/year Baseflow Index: >70% Superficial <90% Patchiness: Superficial <3m Thickness: Superficial No Data Recharge: Groundwater Vulnerability - Soluble Rock Risk None Bedrock Aquifer Designations Aquifer Designation: Secondary Aquifer - A A11SW 0 4 287994 (SW) 69121 Bedrock Aquifer Designations Aquifer Designation: Principal Aquifer A11SW 0 4 288183 (NE) 69219 Superficial Aquifer Designations No Data Available
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 26 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7NW 12 2 288075 Flood Plain Type: Fluvial Models (S) 68805 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7NW 16 2 288008 Flood Plain Type: Fluvial Models and Fluvial Events (S) 68791 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7NW 23 2 287995 Flood Plain Type: Fluvial Models (S) 68795 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7NW 26 2 288006 Flood Plain Type: Fluvial Events (S) 68791 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 42 2 288070 Flood Plain Type: Fluvial Events (S) 68775 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 42 2 288046 Flood Plain Type: Fluvial Models (S) 68773 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 42 2 288076 Flood Plain Type: Fluvial Models (S) 68775 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 45 2 288040 Flood Plain Type: Fluvial Events (S) 68770 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 45 2 288040 Flood Plain Type: Fluvial Models (S) 68770 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 45 2 288095 Flood Plain Type: Fluvial Models (S) 68774 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 46 2 288110 Flood Plain Type: Fluvial Events (S) 68775 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 49 2 288093 Flood Plain Type: Fluvial Events (S) 68770 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 59 2 288030 Flood Plain Type: Fluvial Events (S) 68755 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 59 2 288030 Flood Plain Type: Fluvial Models (S) 68755 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A7SW 64 2 288030 Flood Plain Type: Fluvial Events (S) 68750 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A10SW 226 2 287515 Flood Plain Type: Fluvial Models (W) 69265 Boundary Accuracy: As Supplied
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 27 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A7NW 12 2 287995 Flood Plain Type: Fluvial Models (S) 68795 Boundary Accuracy: As Supplied Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None OS Water Network Lines 43 Watercourse Form: Inland river A7NW 32 5 288086 Watercourse Length: 78.1 (S) 68787 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 44 Watercourse Form: Inland river A7NW 32 5 288086 Watercourse Length: 604.4 (S) 68787 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 45 Watercourse Form: Inland river A7SW 65 5 288017 Watercourse Length: 33.4 (S) 68750 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 46 Watercourse Form: Inland river A7SW 81 5 287987 Watercourse Length: 148.6 (S) 68738 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 47 Watercourse Form: Inland river A6SE 162 5 287855 Watercourse Length: 9.8 (S) 68733 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 48 Watercourse Form: Inland river A6SE 169 5 287845 Watercourse Length: 50.4 (S) 68733 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 49 Watercourse Form: Inland river A6SE 209 5 287796 Watercourse Length: 129.6 (SW) 68731 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 28 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 50 Watercourse Form: Inland river A6NE 234 5 287694 Watercourse Length: 70.1 (SW) 68920 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 51 Watercourse Form: Inland river A6NE 234 5 287695 Watercourse Length: 1.8 (SW) 68920 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 52 Watercourse Form: Inland river A6SE 237 5 287881 Watercourse Length: 235.0 (S) 68613 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 53 Watercourse Form: Inland river A6NE 243 5 287658 Watercourse Length: 11.5 (W) 68990 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 54 Watercourse Form: Inland river A10NW 263 5 287495 Watercourse Length: 4.6 (NW) 69481 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 55 Watercourse Form: Inland river A10NW 267 5 287490 Watercourse Length: 78.8 (NW) 69481 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 56 Watercourse Form: Inland river A6NW 295 5 287629 Watercourse Length: 9.3 (SW) 68913 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 2 OS Water Network Lines 57 Watercourse Form: Inland river A6NW 296 5 287624 Watercourse Length: 94.5 (SW) 68924 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 58 Watercourse Form: Inland river A6NW 296 5 287628 Watercourse Length: 6.3 (SW) 68915 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 29 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 59 Watercourse Form: Inland river A10SW 297 5 287451 Watercourse Length: 213.2 (W) 69182 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 60 Watercourse Form: Inland river A6NW 300 5 287625 Watercourse Length: 6.6 (SW) 68909 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 61 Watercourse Form: Inland river A6NW 301 5 287628 Watercourse Length: 2.6 (SW) 68903 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 62 Watercourse Form: Inland river A6NW 303 5 287626 Watercourse Length: 176.0 (SW) 68903 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 63 Watercourse Form: Inland river A10SW 304 5 287439 Watercourse Length: 48.5 (NW) 69453 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 64 Watercourse Form: Inland river A6SE 312 5 287668 Watercourse Length: 4.5 (SW) 68736 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 65 Watercourse Form: Inland river A6SE 316 5 287663 Watercourse Length: 104.7 (SW) 68736 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 66 Watercourse Form: Inland river A10SW 321 5 287422 Watercourse Length: 14.5 (W) 69253 Watercourse Level: Underground Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 67 Watercourse Form: Inland river A10SW 328 5 287415 Watercourse Length: 22.8 (NW) 69456 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 30 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 68 Watercourse Form: Inland river A6NW 333 5 287580 Watercourse Length: 2.6 (SW) 68933 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 69 Watercourse Form: Inland river A10SW 333 5 287409 Watercourse Length: 75.9 (W) 69260 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 70 Watercourse Form: Inland river A6NW 335 5 287578 Watercourse Length: 48.3 (SW) 68934 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 71 Watercourse Form: Inland river A6NW 335 5 287578 Watercourse Length: 1.5 (SW) 68934 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 72 Watercourse Form: Inland river A10SW 335 5 287415 Watercourse Length: 5.3 (W) 69222 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 73 Watercourse Form: Inland river A6NW 336 5 287576 Watercourse Length: 21.6 (SW) 68935 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 74 Watercourse Form: Inland river A10SW 339 5 287410 Watercourse Length: 22.3 (W) 69224 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 75 Watercourse Form: Inland river A10NW 340 5 287412 Watercourse Length: 484.8 (NW) 69484 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 76 Watercourse Form: Inland river A10NW 340 5 287409 Watercourse Length: 51.0 (NW) 69478 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 31 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 77 Watercourse Form: Inland river A10NW 340 5 287409 Watercourse Length: 5.8 (NW) 69478 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 78 Watercourse Form: Inland river A10NW 340 5 287412 Watercourse Length: 1.4 (NW) 69483 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 79 Watercourse Form: Inland river A6NW 349 5 287554 Watercourse Length: 27.0 (W) 68969 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 80 Watercourse Form: Inland river A6NW 349 5 287554 Watercourse Length: 16.3 (W) 68969 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 81 Watercourse Form: Inland river A6NW 350 5 287544 Watercourse Length: 136.0 (W) 68981 Watercourse Level: Underground Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 82 Watercourse Form: Inland river A10SW 355 5 287391 Watercourse Length: 84.3 (W) 69236 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 83 Watercourse Form: Inland river A6SE 356 5 287693 Watercourse Length: 470.0 (SW) 68624 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 84 Watercourse Form: Inland river A6SE 356 5 287675 Watercourse Length: 23.3 (SW) 68639 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 85 Watercourse Form: Inland river A6SE 360 5 287675 Watercourse Length: 292.5 (SW) 68639 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 32 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 86 Watercourse Form: Inland river A10SW 373 5 287360 Watercourse Length: 14.1 (W) 69309 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 87 Watercourse Form: Inland river A10SW 376 5 287348 Watercourse Length: 170.2 (W) 69315 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 88 Watercourse Form: Transfer A10NW 381 5 287362 Watercourse Length: 2.4 (NW) 69466 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 89 Watercourse Form: Transfer A10NW 383 5 287361 Watercourse Length: 6.1 (NW) 69467 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 90 Watercourse Form: Inland river A10SW 384 5 287358 Watercourse Length: 621.1 (W) 69206 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 91 Watercourse Form: Transfer A10NW 388 5 287357 Watercourse Length: 350.9 (NW) 69472 Watercourse Level: On ground surface Permanent: True Watercourse Name: Ford Leat Catchment Name: Teign Primacy: 2 OS Water Network Lines 92 Watercourse Form: Inland river A10NW 453 5 287365 Watercourse Length: 255.3 (NW) 69632 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 93 Watercourse Form: Inland river A7SE 457 5 288645 Watercourse Length: 306.0 (SE) 68678 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 94 Watercourse Form: Inland river A8SW 457 5 288653 Watercourse Length: 65.8 (SE) 68696 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 33 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 95 Watercourse Form: Inland river A8SW 464 5 288672 Watercourse Length: 59.9 (SE) 68756 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 96 Watercourse Form: Inland river A8SW 470 5 288676 Watercourse Length: 10.5 (SE) 68742 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 97 Watercourse Form: Inland river A8SW 471 5 288678 Watercourse Length: 5.2 (SE) 68744 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 98 Watercourse Form: Inland river A8SW 472 5 288677 Watercourse Length: 7.6 (SE) 68735 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 99 Watercourse Form: Inland river A8SW 476 5 288682 Watercourse Length: 56.2 (SE) 68741 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 100 Watercourse Form: Lake A8SW 502 5 288714 Watercourse Length: 16.3 (SE) 68780 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 101 Watercourse Form: Inland river A8NW 514 5 288727 Watercourse Length: 9.7 (SE) 68790 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 102 Watercourse Form: Inland river A6NW 565 5 287305 Watercourse Length: 322.8 (W) 68938 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 103 Watercourse Form: Inland river A2NW 571 5 287570 Watercourse Length: 130.0 (SW) 68439 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 34 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 104 Watercourse Form: Inland river A6SW 642 5 287389 Watercourse Length: 245.5 (SW) 68562 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 105 Watercourse Form: Inland river A3NE 646 5 288379 Watercourse Length: 65.1 (SE) 68209 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 106 Watercourse Form: Inland river A9NE 682 5 287100 Watercourse Length: 176.2 (NW) 69627 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 107 Watercourse Form: Inland river A13SE 685 5 287215 Watercourse Length: 10.0 (NW) 69815 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 108 Watercourse Form: Inland river A5SE 693 5 287300 Watercourse Length: 9.3 (SW) 68623 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 109 Watercourse Form: Inland river A13SE 695 5 287207 Watercourse Length: 28.1 (NW) 69820 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 110 Watercourse Form: Inland river A6SW 695 5 287302 Watercourse Length: 112.3 (SW) 68614 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 111 Watercourse Form: Inland river A13SE 705 5 287218 Watercourse Length: 38.2 (NW) 69847 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 112 Watercourse Form: Inland river A9NE 709 5 287099 Watercourse Length: 111.8 (NW) 69686 Watercourse Level: On ground surface Permanent: True Watercourse Name: Ford Leat Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 35 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 113 Watercourse Form: Inland river A2NW 710 5 287623 Watercourse Length: 8.2 (S) 68217 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 114 Watercourse Form: Inland river A2NW 711 5 287621 Watercourse Length: 55.2 (S) 68217 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 115 Watercourse Form: Inland river A2NW 716 5 287622 Watercourse Length: 45.4 (S) 68210 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 116 Watercourse Form: Inland river A13SE 722 5 287182 Watercourse Length: 4.9 (NW) 69834 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 117 Watercourse Form: Inland river A8SW 723 5 288907 Watercourse Length: 148.0 (SE) 68623 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 118 Watercourse Form: Inland river A8SW 723 5 288907 Watercourse Length: 69.5 (SE) 68623 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 119 Watercourse Form: Inland river A9NE 724 5 287027 Watercourse Length: 58.3 (NW) 69540 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 120 Watercourse Form: Inland river A13SE 727 5 287178 Watercourse Length: 92.4 (NW) 69836 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 121 Watercourse Form: Inland river A13SE 727 5 287178 Watercourse Length: 2.7 (NW) 69836 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 36 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 122 Watercourse Form: Inland river A13SE 730 5 287175 Watercourse Length: 11.4 (NW) 69837 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 123 Watercourse Form: Inland river A13SE 740 5 287164 Watercourse Length: 1.9 (NW) 69840 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 124 Watercourse Form: Inland river A8SW 740 5 288867 Watercourse Length: 55.8 (SE) 68484 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 125 Watercourse Form: Inland river A13SE 742 5 287163 Watercourse Length: 243.9 (NW) 69841 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 126 Watercourse Form: Inland river A6SW 747 5 287301 Watercourse Length: 12.2 (SW) 68503 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 127 Watercourse Form: Inland river A6SW 753 5 287302 Watercourse Length: 126.7 (SW) 68490 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 128 Watercourse Form: Inland river A8SW 760 5 288957 Watercourse Length: 22.4 (SE) 68671 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 129 Watercourse Form: Inland river A2NW 760 5 287607 Watercourse Length: 38.3 (S) 68169 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 130 Watercourse Form: Inland river A2NW 760 5 287607 Watercourse Length: 642.0 (S) 68169 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 37 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 131 Watercourse Form: Inland river A9NE 772 5 286973 Watercourse Length: 71.2 (W) 69519 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 132 Watercourse Form: Inland river A13SE 793 5 287173 Watercourse Length: 3.0 (NW) 69928 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 133 Watercourse Form: Inland river A2NW 793 5 287598 Watercourse Length: 189.7 (S) 68136 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 134 Watercourse Form: Inland river A2NW 793 5 287598 Watercourse Length: 94.0 (S) 68136 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 135 Watercourse Form: Inland river A8SW 795 5 288914 Watercourse Length: 54.6 (SE) 68455 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 136 Watercourse Form: Inland river A13SE 796 5 287173 Watercourse Length: 59.0 (NW) 69931 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 137 Watercourse Form: Inland river A9SW 801 5 286934 Watercourse Length: 189.1 (W) 69456 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 138 Watercourse Form: Inland river A9NW 804 5 286932 Watercourse Length: 39.5 (W) 69463 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 139 Watercourse Form: Inland river A9NE 807 5 287038 Watercourse Length: 3.6 (NW) 69779 Watercourse Level: Underground Permanent: True Watercourse Name: Ford Leat Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 38 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 140 Watercourse Form: Inland river A9NE 810 5 287037 Watercourse Length: 267.0 (NW) 69782 Watercourse Level: On ground surface Permanent: True Watercourse Name: Ford Leat Catchment Name: Teign Primacy: 1 OS Water Network Lines 141 Watercourse Form: Inland river A2NW 826 5 287301 Watercourse Length: 40.3 (SW) 68364 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 142 Watercourse Form: Inland river A5NE 831 5 287023 Watercourse Length: 350.5 (W) 68852 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 143 Watercourse Form: Inland river A5NE 831 5 287007 Watercourse Length: 85.2 (W) 68914 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 144 Watercourse Form: Inland river A2NW 841 5 287310 Watercourse Length: 426.4 (SW) 68325 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 145 Watercourse Form: Inland river A13SE 843 5 287166 Watercourse Length: 200.8 (NW) 69989 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 146 Watercourse Form: Inland river A9NW 843 5 286894 Watercourse Length: 823.2 (W) 69470 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 147 Watercourse Form: Inland river A4NW 849 5 288963 Watercourse Length: 81.6 (SE) 68430 Watercourse Level: On ground surface Permanent: True Watercourse Name: Beer's Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 148 Watercourse Form: Inland river A2SW 867 5 287608 Watercourse Length: 5.5 (S) 68046 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 39 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 149 Watercourse Form: Inland river A2SW 867 5 287608 Watercourse Length: 377.6 (S) 68046 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 150 Watercourse Form: Inland river A2SW 872 5 287604 Watercourse Length: 9.3 (S) 68042 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 151 Watercourse Form: Inland river A2SW 878 5 287595 Watercourse Length: 21.3 (S) 68039 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 152 Watercourse Form: Inland river A2SW 894 5 287599 Watercourse Length: 12.4 (S) 68020 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 153 Watercourse Form: Inland river A2SW 894 5 287599 Watercourse Length: 8.6 (S) 68020 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 154 Watercourse Form: Inland river A5NW 896 5 286940 Watercourse Length: 262.2 (W) 68901 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 155 Watercourse Form: Inland river A2SW 900 5 287601 Watercourse Length: 305.4 (S) 68012 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 156 Watercourse Form: Inland river A2SW 904 5 287589 Watercourse Length: 5.8 (S) 68013 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2 OS Water Network Lines 157 Watercourse Form: Inland river A2SW 910 5 287584 Watercourse Length: 35.9 (S) 68010 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 2
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 40 of 67 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 158 Watercourse Form: Inland river A2SW 942 5 287556 Watercourse Length: 146.4 (S) 67988 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 159 Watercourse Form: Inland river A13NE 951 5 287202 Watercourse Length: 2.4 (NW) 70154 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 160 Watercourse Form: Inland river A13NE 953 5 287199 Watercourse Length: 22.5 (NW) 70154 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 161 Watercourse Form: Inland river A3SW 958 5 288076 Watercourse Length: 2.2 (S) 67858 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 162 Watercourse Form: Inland river A3SW 959 5 288078 Watercourse Length: 112.7 (S) 67856 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1 OS Water Network Lines 163 Watercourse Form: Inland river A13NE 969 5 287178 Watercourse Length: 1.3 (NW) 70160 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Teign Primacy: 1 OS Water Network Lines 164 Watercourse Form: Inland river A13NE 970 5 287177 Watercourse Length: 65.8 (NW) 70159 Watercourse Level: On ground surface Permanent: True Watercourse Name: Aller Brook Catchment Name: Teign Primacy: 1
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 41 of 67 Waste
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Historical Landfill Sites 165 Licence Holder: M H Madge A10NE 114 2 287715 Location: Newton Abbot, Devon (NW) 69478 Name: Colesville Quarry Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD08862 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Not Supplied Type: EA Waste Ref: 21897 Regis Ref: EK1/L/MAD004 WRC Ref: 1100/0309 BGS Ref: Not Supplied Other Ref: S(129) WR/L/LF/S(129) Historical Landfill Sites 166 Licence Holder: Not Supplied A9SE 677 2 287055 Location: Decoy (W) 69297 Name: South Quarry Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD09854 First Input Date: Not Supplied Last Input Date: Not Supplied Specified Waste Deposited Waste included Household Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 1100/0350 BGS Ref: Not Supplied Other Ref: GDO 350 Licensed Waste Management Facilities (Landfill Boundaries) 167 Name: Yannon Lane A6SW 646 2 287402 Licence Number: 21599 (SW) 68531 Location: Kingskerswell, Newton Abbot, Devon Licence Holder: J Craxford ( Plant Hire) Ltd Authority: Environment Agency - South West Region, Devon and Cornwall Area Site Category: Landfills Taking Other Wastes (Construction, Demolition, Dredgings) Max Input Rate: Not Supplied Licence Status: Issued Issued: 22nd December 1988 Positional Accuracy: Positioned by the supplier Boundary Accuracy: As Supplied Licensed Waste Management Facilities (Locations) 168 Licence Number: 21897 A6NE 0 2 287900 Location: Newton Abbot, Devon (W) 69100 Operator Name: Madge M H Operator Location: Not Supplied Authority: Environment Agency - South West Region, Devon and Cornwall Area Site Category: Not Supplied Licence Status: Surrendered Issued: 15th March 1991 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: 27th March 1996 IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 100m Local Authority Landfill Coverage Name: Teignbridge District Council 0 3 287994 - Has supplied landfill data 69121 Local Authority Landfill Coverage Name: Devon County Council 0 6 287994 - Has supplied landfill data 69121 Local Authority Recorded Landfill Sites 169 Location: Newton Abbot A9SE 705 3 287025 Reference: Not Supplied (W) 69328 Authority: Teignbridge District Council, Environmental Health Department Last Reported Unknown Status: Types of Waste: Inert Date of Closure: Not Supplied Positional Accuracy: Positioned by the supplier Boundary Quality: Moderate
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 42 of 67 Waste
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Local Authority Recorded Landfill Sites 170 Location: Newton Abbot A13NE 931 3 287235 Reference: Not Supplied (NW) 70151 Authority: Teignbridge District Council, Environmental Health Department Last Reported Unknown Status: Types of Waste: Domestic (5% Trade) Date of Closure: Not Supplied Positional Accuracy: Positioned by the supplier Boundary Quality: Good Potentially Infilled Land (Non-Water) 171 Bearing Ref: S A7SW 115 8 288153 Use: Unknown Filled Ground (Pit, quarry etc) (S) 68708 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 172 Bearing Ref: S A3NW 408 8 288110 Use: Unknown Filled Ground (Pit, quarry etc) (S) 68411 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 173 Bearing Ref: S A3NW 429 8 288070 Use: Unknown Filled Ground (Pit, quarry etc) (S) 68387 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 174 Bearing Ref: W A9SE 673 8 287059 Use: Unknown Filled Ground (Pit, quarry etc) (W) 69307 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 175 Bearing Ref: SE A8SW 709 8 288866 Use: Unknown Filled Ground (Pit, quarry etc) (SE) 68552 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 176 Bearing Ref: SE A3SE 807 8 288510 Use: Unknown Filled Ground (Pit, quarry etc) (SE) 68083 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 177 Bearing Ref: NW A9NW 859 8 286932 Use: Unknown Filled Ground (Pit, quarry etc) (NW) 69681 Date of Mapping: 1993 Potentially Infilled Land (Non-Water) 178 Bearing Ref: E A12SE 884 8 289056 Use: Unknown Filled Ground (Pit, quarry etc) (E) 69336 Date of Mapping: 1993 Potentially Infilled Land (Water) 179 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A6SE 96 8 287902 Date of Mapping: 1938 (S) 68779 Potentially Infilled Land (Water) 180 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A6NW 290 8 287632 Date of Mapping: 1938 (SW) 68919 Registered Landfill Sites 181 Licence Holder: M H Madge Of M & W Plant Hire A10NE 141 2 287700 Licence Reference: WR/L/LF/S(129) (NW) 69500 Site Location: Colesville Quarry, Newton Abbot, Devon Licence Easting: 287700 Licence Northing: 69500 Operator Location: Little Close, Westerland Lane, Marldon, PAIGNTON, Devon, TQ3 1RPD Authority: Environment Agency - South West Region, Devon Area Site Category: Landfill Max Input Rate: Medium (Equal to or greater than 25,000 and less than 75,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence has completion certificateSurrendered Dated: 15th March 1991 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Devon Cat.A: Inert Waste Max.Waste Permitted By Licence Prohibited Waste Waste N.O.S.
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 43 of 67 Waste
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Registered Landfill Sites 182 Licence Holder: Teignbridge D.C. A14SW 604 2 287447 Licence Reference: L/ 5/ 22/80 (NW) 69898 Site Location: Aller Marshes, Newton Abbot, Devon Licence Easting: 287300 Licence Northing: 70100 Operator Location: 18/19 & 21 Devon Square, NEWTON ABBOT, Devon, TQ12 2JF Authority: Environment Agency - South West Region, Devon Area Site Category: Landfill Max Input Rate: Small (Equal to or greater than 10,000 and less than 25,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 20th March 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the road within the address or location Boundary Accuracy: Not Applicable Authorised Waste Asbestos Sheet & Pipes Devon Inert Ind.(Demol'N) Waste * Prohibited Waste Biodegradable/Putrescible Waste Liquid Wastes Notifiable Wastes Waste Ex Toxic-Contaminated Premises Registered Landfill Sites 183 Licence Holder: Watts Blake Bearne & Co A9SE 729 2 287000 Licence Reference: L/ 5/ 53/83 (W) 69350 Site Location: South Quarry, Kingkerswell Road, Newton Abbot, Devon Licence Easting: 287000 Licence Northing: 69350 Operator Location: Park House, Courtenay Park, Newton Abbot, Devon Authority: Environment Agency - South West Region, Devon Area Site Category: Landfill Max Input Rate: Small (Equal to or greater than 10,000 and less than 25,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st September 1983 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Asbestos Sheet & Pipes Constr'N/Demol. Inert/Non-Haz/Non-Tox Devon Inert Ind.(Demol'N) Waste * Strictly Inert Household Waste Prohibited Waste Biodegradable/Putrescible Waste Liquid Wastes Waste Extoxic-Contaminated Premises Registered Landfill Sites 184 Licence Holder: J Craxford (Plant Hire) Ltd A1NE 936 2 287139 Licence Reference: WR/L/LF/S(108) 03.96 (SW) 68384 Site Location: Teignwood Plantation, Yannon Lane, Kingskerswell, Newton Abbot, Devon Licence Easting: Not Supplied Licence Northing: Not Supplied Operator Location: Foredown Farm, KINGSKERSWELL, Devon, TQ12 5LE Authority: Environment Agency - South West Region, Devon Area Site Category: Landfill - with transfer Max Input Rate: Large (Equal to or greater than 75,000 and less than 250,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Operational as far as is knownOperational Dated: 8th March 1991 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Accuracy: Moderate Authorised Waste Devon Cat.A: Inert Waste Devon Cat.B: General Waste Devon Cat.C: Putrescible Waste Max.Waste For Transfer Max.Waste To Landfill Prohibited Waste Waste N.O.S.
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 44 of 67 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS 1:625,000 Solid Geology Description: Permian Rocks (Undifferentiated) A7NW 0 1 288195 (SE) 69011 BGS 1:625,000 Solid Geology Description: Bracklesham Group And Barton Group (Undifferentiated) A11SW 0 1 287994 (SW) 69121 BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SW 0 1 288000 Soil Sample Type: Sediment (E) 69121 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SW 0 1 287994 Soil Sample Type: Sediment (SW) 69121 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NE 90 1 287846 Soil Sample Type: Sediment (SW) 68866 Arsenic 35 - 45 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NE 97 1 287776 Soil Sample Type: Sediment (SW) 68960 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NW 349 1 287568 Soil Sample Type: Sediment (SW) 68836 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration:
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 45 of 67 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A6NW 438 1 287491 Soil Sample Type: Sediment (SW) 68871 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SE 489 1 287240 Soil Sample Type: Sediment (W) 69237 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SE 570 1 287199 Soil Sample Type: Sediment (W) 69126 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A3NE 733 1 288452 Soil Sample Type: Sediment (SE) 68140 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A2SE 835 1 287770 Soil Sample Type: Sediment (S) 68016 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A3SE 871 1 288466 Soil Sample Type: Sediment (SE) 68000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration:
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 46 of 67 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Recorded Mineral Sites 185 Site Name: Zig Zag Quarry A7NW 0 1 288030 Location: Aller, Newton Abbot, Devon (S) 68995 Source: British Geological Survey, National Geoscience Information Service Reference: 1434 Type: Opencast Status: Active Operator: Harleyford Aggregates Ltd. Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 186 Site Name: Moor Park A6NE 35 1 287885 Location: Kingskerswell, Newton Abbot, Devon (SW) 68983 Source: British Geological Survey, National Geoscience Information Service Reference: 68161 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 187 Site Name: Aller Farm A7SW 133 1 288156 Location: Kingskerswell, Newton Abbot, Devon (S) 68693 Source: British Geological Survey, National Geoscience Information Service Reference: 68162 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 188 Site Name: Royal Aller Vale A10NE 141 1 287700 Location: Colesville, Newton Abbot, Devon (NW) 69500 Source: British Geological Survey, National Geoscience Information Service Reference: 1427 Type: Opencast Status: Ceased Operator: Hanson Aggregates, South East Region Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Unknown BGS Recorded Mineral Sites 189 Site Name: Coffinswell A8SW 716 1 288868 Location: Coffinswell, Newton Abbot, Devon (SE) 68539 Source: British Geological Survey, National Geoscience Information Service Reference: 58493 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Permian Geology: Oddicombe Breccia Formation Commodity: Sandstone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 190 Site Name: Coffinswell Gravel Pit A3SE 812 1 288505 Location: Coffinswell, Newton Abbot, Devon (SE) 68075 Source: British Geological Survey, National Geoscience Information Service Reference: 58499 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 47 of 67 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Recorded Mineral Sites 191 Site Name: Connybear Brake Gravel Pit A12SE 877 1 289052 Location: Coffinswell, Newton Abbot, Devon (E) 69326 Source: British Geological Survey, National Geoscience Information Service Reference: 58492 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 192 Site Name: Kingskerswell Road Sand Pit A13SW 953 1 286882 Location: Wolborough, Newton Abbot, Devon (NW) 69799 Source: British Geological Survey, National Geoscience Information Service Reference: 227707 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Eocene Geology: Bovey Formation Commodity: Sand Positional Accuracy: Located by supplier to within 10m BGS Measured Urban Soil Chemistry No data available BGS Urban Soil Chemistry Averages No data available Coal Mining Affected Areas In an area that might not be affected by coal mining Non Coal Mining Areas of Great Britain No Hazard Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Collapsible Ground Stability Hazards Hazard Potential: No Hazard A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Landslide Ground Stability Hazards Hazard Potential: Moderate A7SW 46 1 288103 Source: British Geological Survey, National Geoscience Information Service (S) 68774 Potential for Landslide Ground Stability Hazards Hazard Potential: No Hazard A7NW 71 1 288291 Source: British Geological Survey, National Geoscience Information Service (E) 69058 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A6NW 221 1 287631 Source: British Geological Survey, National Geoscience Information Service (W) 69047 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A10SW 234 1 287546 Source: British Geological Survey, National Geoscience Information Service (W) 69174
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 48 of 67 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A11SW 0 1 288183 Source: British Geological Survey, National Geoscience Information Service (NE) 69219 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A7NW 0 1 288251 Source: British Geological Survey, National Geoscience Information Service (SE) 68996 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A7SW 56 1 288147 Source: British Geological Survey, National Geoscience Information Service (SE) 68763 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A6NE 97 1 287776 Source: British Geological Survey, National Geoscience Information Service (SW) 68960 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Low A6NE 90 1 287776 Source: British Geological Survey, National Geoscience Information Service (SW) 68960 Radon Potential - Radon Affected Areas Affected Area: The property is in a Lower probability radon area (less than 1% of homes are A11SW 0 1 287994 estimated to be at or above the Action Level). (SW) 69121 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A11SW 0 1 287994 dwellings or extensions (SW) 69121 Source: British Geological Survey, National Geoscience Information Service
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 49 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 193 Name: Harleyford Aggregates A6NE 6 - 287911 Location: Zig Zag Quarry, Aller Brake Road, Newton Abbot, TQ12 5FN (SW) 68996 Classification: Sand, Gravel & Other Aggregates Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 194 Name: Chem-Dry Riviera A6NE 40 - 287939 Location: Torquay Road, Newton Abbot, Devon, TQ12 5AT (S) 68822 Classification: Carpet, Curtain & Upholstery Cleaners Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 194 Name: Clark A6NE 65 - 287920 Location: 11, Lyn Grove, Kingskerswell, Newton Abbot, Devon, TQ12 5AR (S) 68806 Classification: Electrical Engineers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 195 Name: Westcombe M O T Station A7SW 56 - 288065 Location: Newton Road, Newton Abbot, TQ12 5AT (S) 68761 Classification: Mot Testing Centres Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 195 Name: Devon Motorhomes & Cars A7SW 67 - 288055 Location: Newton Road, Newton Abbot, TQ12 5AT (S) 68749 Classification: Mot Testing Centres Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 195 Name: Westcombe Service Station A7SW 73 - 288066 Location: Torquay Road, Newton Abbot, Devon, TQ12 5AT (S) 68743 Classification: Petrol Filling Stations Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: S P Autobodies A6NE 122 - 287849 Location: Unit 9, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (SW) 68807 TQ12 5AZ Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Kingskerswell Sprayworx A6NE 122 - 287849 Location: Unit 9, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (SW) 68807 TQ12 5AZ Classification: Car Body Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Frames Direct (Sw) Ltd A6NE 122 - 287849 Location: Unit 9, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (SW) 68807 Devon, TQ12 5AZ Classification: Window Frame Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Fine Finishings A6NE 122 - 287849 Location: Unit 9, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (SW) 68807 Devon, TQ12 5AZ Classification: Paint & Varnish Stripping Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Linhay Projects Ltd A6NE 123 - 287862 Location: Unit 3, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (S) 68788 Devon, TQ12 5AZ Classification: Joinery Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 50 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 196 Name: Diamond Air Conditioning A6NE 123 - 287862 Location: Unit 1/3, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (S) 68788 Devon, TQ12 5AZ Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Colour Digital Print Ltd A6NE 123 - 287862 Location: Unit 1, Aller Vale Buildings, Moor Park Road, Kingskerswell, NEWTON (S) 68788 ABBOT, Devon, TQ12 5AZ Classification: Printers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: J T P Joinery A6NE 127 - 287861 Location: Unit 3, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (S) 68783 TQ12 5AZ Classification: Joinery Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Smartframes South West Ltd A6SE 136 - 287859 Location: Unit 4, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (S) 68769 TQ12 5AZ Classification: Window Frame Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Smart Frames South West Ltd A6SE 136 - 287859 Location: Unit 4 Moor Park Road, Kingskerswell, Newton Abbot, Devon, TQ12 5AZ (S) 68769 Classification: Window Frame Manufacturers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 196 Name: Cadmus International A6SE 144 - 287856 Location: Unit 5, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (S) 68759 Devon, TQ12 5AZ Classification: Disability Equipment - Manufacturers & Suppliers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Infinity Plastics A6SE 144 - 287856 Location: Unit 6, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (S) 68759 Devon, TQ12 5AZ Classification: Plastics - Injection Moulding Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 196 Name: Thought For Paws A6SE 146 - 287849 Location: Unit 2, Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (S) 68766 Devon, TQ12 5AZ Classification: Pet Foods & Animal Feeds Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 197 Name: S V S A6NE 127 - 287838 Location: Unit 8,Aller Vale Buildings,Moor Pk Rd, Kingskerswell, Newton Abbot, Devon, (SW) 68813 TQ12 5AZ Classification: Catering Equipment Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 198 Name: Chem-Dry Riviera A7SW 132 - 288062 Location: Torquay Rd, Newton Abbot, Devon, TQ12 5AT (S) 68684 Classification: Carpet, Curtain & Upholstery Cleaners Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 51 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 199 Name: Blackmore Preservation A6SE 148 - 287918 Location: 24, Lyn Grove, Kingskerswell, Newton Abbot, TQ12 5AR (S) 68695 Classification: Damp & Dry Rot Control Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 200 Name: Hanson Ready Mixed Concrete A10NW 181 - 287584 Location: Colesville Quarry, Royal Aller Vale, Aller Brake Road, Newton Abbot, TQ12 (NW) 69471 4NW Classification: Quarries Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 200 Name: Hanson Aggregates A10NW 182 - 287584 Location: Colesville Quary, Royal Aller Vale, Torquay Road, Newton Abbot, Devon, (NW) 69471 TQ12 4NW Classification: Concrete & Mortar Ready Mixed Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 201 Name: Nu Oven Cleaning A6NE 209 - 287750 Location: 24, Primrose Way, Kingskerswell, Newton Abbot, Devon, TQ12 5GB (SW) 68802 Classification: Cleaning Services - Domestic Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 202 Name: Trophy Pet Foods A6SE 226 - 287841 Location: Meadow Cl, Kingskerswell, Newton Abbot, Devon, TQ12 5AS (S) 68657 Classification: Pet Foods & Animal Feeds Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 203 Name: County Cladding & Windows A6NE 260 - 287660 Location: Aller Mills, Kingskerswell, Newton Abbot, Devon, TQ12 5AU (SW) 68931 Classification: Window Frame Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 204 Name: Beavercraft Ltd A6NW 291 - 287612 Location: Aller Orchard, Aller Road, Kingskerswell, Newton Abbot, Devon, TQ12 5AN (W) 68975 Classification: Precision Engineers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 204 Name: County Windows (Uk) Ltd A6NW 291 - 287612 Location: Aller Orchard, Aller Road, Kingskerswell, Newton Abbot, Devon, TQ12 5AN (W) 68975 Classification: Window Frame Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 204 Name: County Windows A6NW 291 - 287612 Location: Aller Orchard, Aller Road, Kingskerswell, Newton Abbot, Devon, TQ12 5AN (W) 68975 Classification: Window Frame Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 205 Name: Maxtor Storage Systems A10NE 404 - 287710 Location: 6, Aspen Drive, Newton Abbot, Devon, TQ12 4TN (NW) 69766 Classification: Storage & Shelving Systems Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 206 Name: Konnect A14SE 414 - 287834 Location: Lower Fern Rd, Newton Abbot, Devon, TQ12 4TQ (N) 69816 Classification: Electrical Engineers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 52 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 206 Name: Iron X Press A14SE 420 - 287803 Location: 10, Lower Fern Road, Newton Abbot, Devon, TQ12 4TQ (N) 69816 Classification: Ironing & Home Laundry Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 207 Name: Access Cleaning Services A2NE 425 - 287908 Location: Coles Lane, Kingskerswell, Newton Abbot, Devon, TQ12 5BQ (S) 68404 Classification: Commercial Cleaning Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 208 Name: Impact Cleaning & Ironing Service A3NW 450 - 288203 Location: 21, Priory Avenue, Kingskerswell, Newton Abbot, Devon, TQ12 5AQ (S) 68379 Classification: Cleaning Services - Domestic Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 209 Name: Leaflets 4 U A15SW 506 - 288053 Location: 52, Fern Road, Newton Abbot, Devon, TQ12 4NZ (N) 69925 Classification: Distribution Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 209 Name: Marmik Window Machinery Ltd A15SW 534 - 288029 Location: 3, Cedar Road, Newton Abbot, Devon, TQ12 4NY (N) 69955 Classification: Engineers - General Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 210 Name: Aller Vale Garage A3NW 564 - 288067 Location: 32, Newton Road, Kingskerswell, Newton Abbot, Devon, TQ12 5AG (S) 68251 Classification: Petrol Filling Stations Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 211 Name: Andrew Hawkins Quality Meats A11NE 617 - 288635 Location: Milber Down, St. Marychurch Road, Coffinswell, NEWTON ABBOT, Devon, (NE) 69609 TQ12 4SE Classification: Meat - Wholesale Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 212 Name: South West Sunblinds A3NW 674 - 288094 Location: 30, Newton Road, Kingskerswell, Newton Abbot, Devon, TQ12 5AG (S) 68143 Classification: Blinds, Awnings & Canopies Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 213 Name: R K Sealants & Mastic Pointing A2NE 685 - 287653 Location: 30, Lonsee Gardens, Kingskerswell, Newton Abbot, Devon, TQ12 5FE (S) 68228 Classification: Sealant Compounds & Applications Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 214 Name: Keith Truscott A14SW 721 - 287364 Location: 11, St. Lukes Road, Newton Abbot, Devon, TQ12 4NE (NW) 69984 Classification: Catering Equipment Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 215 Name: Handyman Services A15NW 779 - 288096 Location: 127, Twickenham Road, Newton Abbot, Devon, TQ12 4JH (N) 70194 Classification: Domestic Appliances - Servicing, Repairs & Parts Status: Inactive Positional Accuracy: Automatically positioned to the address
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 53 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 216 Name: Mendit Appliance Repairs A15NE 822 - 288333 Location: 32, Chestnut Drive, Newton Abbot, Devon, TQ12 4JX (N) 70173 Classification: Domestic Appliances - Servicing, Repairs & Parts Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 217 Name: Kerswell Appliances A3SW 839 - 288077 Location: 9, Newton Road, Kingskerswell, Newton Abbot, Devon, TQ12 5EQ (S) 67976 Classification: Washing Machines - Servicing & Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 217 Name: Perkypigs Household Services A3SW 874 - 288084 Location: 5, Newton Road, Kingskerswell, Newton Abbot, Devon, TQ12 5EQ (S) 67942 Classification: Cleaning Services - Domestic Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 218 Name: Sue'S Cleaning Services A3SW 859 - 288198 Location: 23, Princess Road, Kingskerswell, Newton Abbot, TQ12 5EL (S) 67966 Classification: Cleaning Services - Domestic Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 219 Name: Boiler Maintenance Services A13NE 918 - 287296 Location: 32, Addison Road, Newton Abbot, Devon, TQ12 4NA (NW) 70171 Classification: Boilers - Servicing, Replacements & Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 220 Name: Auto Art Devon A9NW 947 - 286862 Location: Sterling House, Mead Way, Decoy Industrial Estate, Newton Abbot, TQ12 5UZ (NW) 69743 Classification: Car Body Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 220 Name: E V S Devon A9NW 947 - 286862 Location: Sterling House,Mead Way, Decoy Industrial Estate, Newton Abbot, Devon, (NW) 69743 TQ12 5UZ Classification: Car Dealers - Used Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 221 Name: Roy C Hall A14NW 951 - 287449 Location: 16, Beechwood Avenue, Newton Abbot, Devon, TQ12 4LJ (NW) 70271 Classification: Washing Machines - Servicing & Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 222 Name: Ferguson Engineering (South West) Ltd A9NW 973 - 286805 Location: Unit 8, Silverhills Road, Decoy Industrial Estate, Newton Abbot, Devon, TQ12 (NW) 69665 5ND Classification: Metal Products - Fabricated Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 222 Name: Metro Line A9NW 991 - 286793 Location: Unit 8A, Silverhills Road, Decoy Industrial Estate, Newton Abbot, Devon, (NW) 69686 TQ12 5ND Classification: Garage Services Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 223 Name: Decoy Motor Services A9NW 975 - 286855 Location: 10, Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, Devon, TQ12 5LZ Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 54 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Contemporary Trade Directory Entries 223 Name: Decoy Motors A9NW 975 - 286855 Location: 10, Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, Devon, TQ12 5LZ Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 223 Name: Decoy Motor Services A13SW 975 - 286855 Location: 10 Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, TQ12 5LZ Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 223 Name: Decoy Motors A9NW 975 - 286855 Location: 10, Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, Devon, TQ12 5LZ Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 223 Name: R C R Motors A9NW 975 - 286855 Location: 10, Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, Devon, TQ12 5LZ Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 223 Name: Decoy Motor Services A9NW 975 - 286855 Location: 10, Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, Devon, TQ12 5LZ Classification: Garage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 223 Name: Shell Shocked Autobodies Ltd A9NW 995 - 286827 Location: Unit 14, Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69782 Abbot, Devon, TQ12 5LZ Classification: Car Body Repairs Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 223 Name: Devlex Engineering Ltd A9NW 1000 - 286824 Location: 13, Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69788 Abbot, Devon, TQ12 5LZ Classification: Sheet Metal Work Status: Inactive Positional Accuracy: Automatically positioned to the address Fuel Station Entries 224 Name: Westcombe Service Station A7SW 73 - 288066 Location: Newton Road , Kingskerswell , Newton Abbot, Devon, TQ12 5AT (S) 68743 Brand: Texaco Premises Type: Not Applicable Status: Obsolete Positional Accuracy: Automatically positioned to the address Fuel Station Entries 225 Name: Allervale Garage A3NW 581 - 288076 Location: 32, Newton Road , Kingskerswell , Newton Abbot, Devon, TQ12 5AG (S) 68235 Brand: Harvest Energy Premises Type: Petrol Station Status: Open Positional Accuracy: Manually positioned to the address or location Points of Interest - Commercial Services 226 Name: Westcombe M O T Station A7SW 56 7 288065 Location: Newton Road, Newton Abbot, TQ12 5AT (S) 68761 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 55 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Points of Interest - Commercial Services 226 Name: Wescombe MOT Station A7SW 57 7 288065 Location: Torquay Road, Newton Abbot, TQ12 5AT (S) 68760 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 226 Name: Devon Motorhomes & Cars A7SW 67 7 288055 Location: Newton Road, Newton Abbot, TQ12 5AT (S) 68749 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 226 Name: Devon Motorhomes & Cars A7SW 67 7 288055 Location: Newton Road, Newton Abbot, TQ12 5AT (S) 68749 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 227 Name: S P Autobodies A6NE 122 7 287849 Location: Unit 9 Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (SW) 68807 TQ12 5AZ Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 227 Name: Kingskerswell Sprayworx A6NE 122 7 287849 Location: Unit 9 Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (SW) 68807 TQ12 5AZ Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 227 Name: Black Diamond Milkshakes A6NE 127 7 287838 Location: Unit 7 Aller Vale Buildings, Moor Park Road, Kingskerswell, Newton Abbot, (SW) 68813 TQ12 5AZ Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 228 Name: Asbestos1 Survey A6NE 260 7 287660 Location: Aller Mills, Kingskerswell, Newton Abbot, TQ12 5AU (SW) 68931 Category: Recycling Services Class Code: Recycling, Reclamation and Disposal Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 229 Name: Allervale Garage A3NW 581 7 288076 Location: 32, Newton Road, Kingskerswell, Newton Abbot, TQ12 5AG (S) 68235 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 229 Name: Car Wash A3NW 581 7 288076 Location: 32 Newton Road, Kingskerswell, Newton Abbot, TQ12 5AG (S) 68235 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 230 Name: Allervale Garage A3NW 674 7 288094 Location: 32 Newton Road, Kingskerswell, Newton Abbot, TQ12 5AG (S) 68143 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 231 Name: Sean Warren A15NW 926 7 288066 Location: 41 Belgrave Road, Newton Abbot, TQ12 4JR (N) 70346 Category: Contract Services Class Code: Pest and Vermin Control Positional Accuracy: Positioned to address or location
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 56 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Points of Interest - Commercial Services 232 Name: Brooklyn Autos A2SW 943 7 287512 Location: Foredown Quarry, Foredown Lane, Kingskerswell, Newton Abbot, TQ12 5LE (SW) 68012 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 233 Name: Auto Art Devon A9NW 947 7 286862 Location: Sterling House, Mead Way, Decoy Industrial Estate, Newton Abbot, TQ12 5UZ (NW) 69743 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 233 Name: Decoy Motors Services A9NW 975 7 286855 Location: 10 Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, TQ12 5LZ Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 233 Name: Decoy Motor Services A9NW 975 7 286855 Location: 10 Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69794 Abbot, TQ12 5LZ Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 233 Name: Decoy Motor Services A9NW 975 7 286854 Location: 10 Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69793 Abbot, TQ12 5LZ Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 233 Name: Silverhill Motors A9NW 995 7 286827 Location: Unit 14 Silverhills Buildings, Silverhills Road, Decoy Industrial Estate, Newton (NW) 69782 Abbot, TQ12 5LZ Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 234 Name: Coverdale2 A9NW 973 7 286805 Location: Unit 8, Silverhills Road, Decoy Industrial Estate, Newton Abbot, TQ12 5ND (NW) 69665 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 235 Name: Zig Zag Quarry (Sand) A6NE 0 7 287958 Location: TQ12 (SW) 69059 Category: Extractive Industries Class Code: Sand, Gravel and Clay Extraction and Merchants Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 236 Name: Harleyford Aggregates A6NE 6 7 287911 Location: Zig Zag Quarry, Aller Brake Road, Newton Abbot, TQ12 5FN (SW) 68996 Category: Extractive Industries Class Code: Unspecified Quarries Or Mines Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 236 Name: Tank A6NE 52 7 287869 Location: TQ12 (SW) 68978 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 237 Name: Royal Aller Vale Quarry (Sand) A11NW 76 7 288070 Location: TQ12 (N) 69467 Category: Extractive Industries Class Code: Sand, Gravel and Clay Extraction and Merchants Positional Accuracy: Positioned to an adjacent address or location
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 57 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Points of Interest - Manufacturing and Production 238 Name: Milber Estates A11SW 99 7 288222 Location: Coffinswell, Newton Abbot, TQ12 4SP (NE) 69236 Category: Extractive Industries Class Code: Unspecified Quarries Or Mines Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 239 Name: Works A6NE 137 7 287844 Location: Not Supplied (SW) 68790 Category: Industrial Features Class Code: Unspecified Works Or Factories Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 239 Name: Works A6NE 138 7 287826 Location: Not Supplied (SW) 68811 Category: Industrial Features Class Code: Unspecified Works Or Factories Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 239 Name: Works A6NE 141 7 287840 Location: TQ12 (SW) 68789 Category: Industrial Features Class Code: Unspecified Works Or Factories Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 240 Name: Hanson Premix A10NW 182 7 287584 Location: Colesville Quary Royal Aller Vale, Torquay Road, Newton Abbot, TQ12 4NW (NW) 69471 Category: Extractive Industries Class Code: Unspecified Quarries Or Mines Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 240 Name: Tank A10NW 210 7 287562 Location: TQ12 (NW) 69489 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 240 Name: Tank A10NW 229 7 287583 Location: TQ12 (NW) 69538 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 241 Name: Works A6NE 263 7 287650 Location: Not Supplied (SW) 68946 Category: Industrial Features Class Code: Unspecified Works Or Factories Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 241 Name: Works A6NE 268 7 287645 Location: TQ12 (SW) 68945 Category: Industrial Features Class Code: Unspecified Works Or Factories Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 242 Name: Tank A11NE 377 7 288425 Location: TQ12 (NE) 69490 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 243 Name: D J Nicholls A7NE 388 7 288604 Location: Daccombe, Newton Abbot, TQ12 4ST (E) 68979 Category: Farming Class Code: Livestock Farming Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 244 Name: N V Rew A9SE 609 7 287144 Location: Newton Abbot, TQ12 5LA (W) 69177 Category: Farming Class Code: Livestock Farming Positional Accuracy: Positioned to address or location
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 58 of 67 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Points of Interest - Public Infrastructure 245 Name: Aller Vale Garage A3NW 581 7 288076 Location: 32 Newton Road, Kingskerswell, Newton Abbot, TQ12 5AG (S) 68235 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 245 Name: The Cox Brothers Ltd A3NW 581 7 288076 Location: 32 Newton Road, Kingskerswell, Newton Abbot, TQ12 5AG (S) 68235 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 245 Name: Allervale Garage A3NW 581 7 288076 Location: 32 Newton Road, Kingskerswell, Newton Abbot, TQ12 5AG (S) 68235 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 246 Name: Sludge Beds A2NE 714 7 287662 Location: TQ12 (S) 68190 Category: Infrastructure and Facilities Class Code: Waste Storage, Processing and Disposal Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Public Infrastructure 246 Name: Sewage Works A2NE 716 7 287646 Location: TQ12 (S) 68196 Category: Infrastructure and Facilities Class Code: Waste Storage, Processing and Disposal Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Public Infrastructure 247 Name: Filter Bed A4NE 900 7 289020 Location: TQ12 (SE) 68430 Category: Infrastructure and Facilities Class Code: Waste Storage, Processing and Disposal Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Public Infrastructure 248 Name: Sluice A2SW 943 7 287557 Location: TQ12 (S) 67986 Category: Water Class Code: Weirs, Sluices and Dams Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Public Infrastructure 249 Name: Sluice A3SW 975 7 288100 Location: TQ12 (S) 67842 Category: Water Class Code: Weirs, Sluices and Dams Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Recreational and Environmental 250 Name: Playground A3SW 753 7 288217 Location: Not Supplied (S) 68075 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Recreational and Environmental 250 Name: Playground A3SW 756 7 288215 Location: Cresswell Close, TQ12 (S) 68072 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to address or location Gas Pipelines 251 Name: FM20 - Kenn (South) to Fishacre A7NE 251 8 288473 Nat Grid: Owned By National Grid (E) 69045 Diameter (mm): 600 Building Proximity 49 Distance (m): Status: Active Pipe Length (m): 31797.4 Pipe Number: Feeder 20
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 59 of 67 Sensitive Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Sites of Special Scientific Interest 252 Name: Aller Sand Pit A11SW 25 9 287993 Multiple Areas: N (N) 69447 Total Area (m2): 2536.02 Source: Natural England Reference: 1001286 Designation Details: Geological Conservation Review Designation Date: 18th January 1993 Date Type: Notified Designation Details: Site Of Special Scientific Interest Designation Date: 18th January 1993 Date Type: Notified
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 60 of 67 Data Currency
Agency & Hydrological Version Update Cycle
Contaminated Land Register Entries and Notices Torbay Council - Environmental Services April 2014 Annual Rolling Update South Hams District Council - Environmental Health Department January 2013 Annual Rolling Update Teignbridge District Council - Environmental Health Department June 2014 Annual Rolling Update Discharge Consents Environment Agency - South West Region July 2019 Quarterly Enforcement and Prohibition Notices Environment Agency - South West Region March 2013 Annual Rolling Update Integrated Pollution Controls Environment Agency - South West Region October 2008 Variable Integrated Pollution Prevention And Control Environment Agency - South West Region July 2019 Quarterly Local Authority Integrated Pollution Prevention And Control South Hams District Council - Environmental Health Department February 2013 Variable Teignbridge District Council - Environmental Health Department June 2014 Variable Torbay Council - Environmental Services May 2016 Variable Local Authority Pollution Prevention and Controls Teignbridge District Council - Environmental Health Department June 2014 Annual Rolling Update Torbay Council - Environmental Services May 2016 Not Applicable South Hams District Council - Environmental Health Department October 2014 Annual Rolling Update Local Authority Pollution Prevention and Control Enforcements South Hams District Council - Environmental Health Department February 2013 Variable Teignbridge District Council - Environmental Health Department June 2014 Variable Torbay Council - Environmental Services May 2016 Variable Nearest Surface Water Feature Ordnance Survey January 2019 Pollution Incidents to Controlled Waters Environment Agency - South West Region September 1999 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - South West Region March 2013 Annual Rolling Update Prosecutions Relating to Controlled Waters Environment Agency - South West Region March 2013 Annual Rolling Update Registered Radioactive Substances Environment Agency - South West Region June 2016 River Quality Environment Agency - Head Office November 2001 Not Applicable River Quality Biology Sampling Points Environment Agency - Head Office July 2012 Annually River Quality Chemistry Sampling Points Environment Agency - Head Office July 2012 Annually Substantiated Pollution Incident Register Environment Agency - South West Region - Devon Area July 2019 Quarterly Environment Agency - South West Region - Devon and Cornwall Area July 2019 Quarterly Water Abstractions Environment Agency - South West Region July 2019 Quarterly Water Industry Act Referrals Environment Agency - South West Region October 2017 Quarterly Groundwater Vulnerability Map Environment Agency - Head Office June 2018 Annually Groundwater Vulnerability - Soluble Rock Risk Environment Agency - Head Office June 2018 Annually
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 61 of 67 Data Currency
Agency & Hydrological Version Update Cycle
Bedrock Aquifer Designations Environment Agency - Head Office January 2018 Annually Superficial Aquifer Designations Environment Agency - Head Office January 2018 Annually Source Protection Zones Environment Agency - Head Office July 2019 Quarterly Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office August 2019 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office August 2019 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office August 2019 Quarterly Flood Water Storage Areas Environment Agency - Head Office August 2019 Quarterly Flood Defences Environment Agency - Head Office August 2019 Quarterly OS Water Network Lines Ordnance Survey April 2019 Quarterly Surface Water 1 in 30 year Flood Extent Environment Agency - Head Office October 2013 Annually Surface Water 1 in 100 year Flood Extent Environment Agency - Head Office October 2013 Annually Surface Water 1 in 1000 year Flood Extent Environment Agency - Head Office October 2013 Annually Surface Water Suitability Environment Agency - Head Office October 2013 Annually BGS Groundwater Flooding Susceptibility British Geological Survey - National Geoscience Information Service May 2013 Annually
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 62 of 67 Data Currency
Waste Version Update Cycle
BGS Recorded Landfill Sites British Geological Survey - National Geoscience Information Service June 1996 Not Applicable Historical Landfill Sites Environment Agency - Head Office July 2019 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - South West Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency - South West Region - Devon Area July 2018 Quarterly Environment Agency - South West Region - Devon and Cornwall Area July 2018 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency - South West Region - Devon Area July 2019 Quarterly Environment Agency - South West Region - Devon and Cornwall Area July 2019 Quarterly Local Authority Landfill Coverage Devon County Council May 2000 Not Applicable South Hams District Council - Environmental Health Department May 2000 Not Applicable Teignbridge District Council - Environmental Health Department May 2000 Not Applicable Torbay Council - Environmental Services May 2000 Not Applicable Local Authority Recorded Landfill Sites Devon County Council May 2000 Not Applicable South Hams District Council - Environmental Health Department May 2000 Not Applicable Teignbridge District Council - Environmental Health Department May 2000 Not Applicable Torbay Council - Environmental Services May 2000 Not Applicable Potentially Infilled Land (Non-Water) Landmark Information Group Limited December 1999 Not Applicable Potentially Infilled Land (Water) Landmark Information Group Limited December 1999 Not Applicable Registered Landfill Sites Environment Agency - South West Region - Devon Area March 2003 Not Applicable Environment Agency - South West Region - Devon and Cornwall Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency - South West Region - Devon Area March 2003 Not Applicable Environment Agency - South West Region - Devon and Cornwall Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency - South West Region - Devon Area March 2003 Not Applicable Environment Agency - South West Region - Devon and Cornwall Area March 2003 Not Applicable
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 63 of 67 Data Currency
Hazardous Substances Version Update Cycle
Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive April 2018 Bi-Annually Explosive Sites Health and Safety Executive March 2017 Annually Notification of Installations Handling Hazardous Substances (NIHHS) Health and Safety Executive November 2000 Not Applicable Planning Hazardous Substance Enforcements South Hams District Council - Planning Department February 2016 Variable Teignbridge District Council February 2016 Variable Torbay Council February 2016 Variable Devon County Council September 2008 Annual Rolling Update Planning Hazardous Substance Consents South Hams District Council - Planning Department February 2016 Variable Teignbridge District Council February 2016 Variable Torbay Council February 2016 Variable Devon County Council September 2008 Annual Rolling Update
Geological Version Update Cycle
BGS 1:625,000 Solid Geology British Geological Survey - National Geoscience Information Service January 2009 Not Applicable BGS Estimated Soil Chemistry British Geological Survey - National Geoscience Information Service October 2015 Annually BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service April 2019 Bi-Annually CBSCB Compensation District Cheshire Brine Subsidence Compensation Board (CBSCB) August 2011 Not Applicable Coal Mining Affected Areas The Coal Authority - Property Searches March 2014 Annual Rolling Update Mining Instability Ove Arup & Partners October 2000 Not Applicable Non Coal Mining Areas of Great Britain British Geological Survey - National Geoscience Information Service May 2015 Not Applicable Potential for Collapsible Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Compressible Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Ground Dissolution Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Landslide Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Running Sand Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Shrinking or Swelling Clay Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Radon Potential - Radon Affected Areas British Geological Survey - National Geoscience Information Service July 2011 Annually Radon Potential - Radon Protection Measures British Geological Survey - National Geoscience Information Service July 2011 Annually
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 64 of 67 Data Currency
Industrial Land Use Version Update Cycle
Contemporary Trade Directory Entries Thomson Directories July 2019 Quarterly Fuel Station Entries Catalist Ltd - Experian September 2019 Quarterly Gas Pipelines National Grid July 2014 Points of Interest - Commercial Services PointX September 2019 Quarterly Points of Interest - Education and Health PointX September 2019 Quarterly Points of Interest - Manufacturing and Production PointX September 2019 Quarterly Points of Interest - Public Infrastructure PointX September 2019 Quarterly Points of Interest - Recreational and Environmental PointX September 2019 Quarterly Underground Electrical Cables National Grid December 2015
Sensitive Land Use Version Update Cycle
Ancient Woodland Natural England August 2018 Bi-Annually Areas of Outstanding Natural Beauty Natural England June 2019 Bi-Annually Environmentally Sensitive Areas Natural England January 2017 Forest Parks Forestry Commission April 1997 Not Applicable Local Nature Reserves Natural England March 2019 Bi-Annually Marine Nature Reserves Natural England July 2019 Bi-Annually National Nature Reserves Natural England July 2019 Bi-Annually National Parks Natural England April 2017 Bi-Annually Nitrate Vulnerable Zones Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) October 2015 Ramsar Sites Natural England April 2019 Bi-Annually Sites of Special Scientific Interest Natural England March 2019 Bi-Annually Special Areas of Conservation Natural England June 2019 Bi-Annually Special Protection Areas Natural England April 2019 Bi-Annually
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 65 of 67 Data Suppliers
A selection of organisations who provide data within this report
Data Supplier Data Supplier Logo
Ordnance Survey
Environment Agency
Scottish Environment Protection Agency
The Coal Authority
British Geological Survey
Centre for Ecology and Hydrology
Natural Resources Wales
Scottish Natural Heritage
Natural England
Public Health England
Ove Arup
Peter Brett Associates
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 66 of 67 Useful Contacts
Contact Name and Address Contact Details
1 British Geological Survey - Enquiry Service Telephone: 0115 936 3143 Fax: 0115 936 3276 British Geological Survey, Environmental Science Centre, Keyworth, Email: [email protected] Nottingham, Nottinghamshire, NG12 5GG Website: www.bgs.ac.uk
2 Environment Agency - National Customer Contact Telephone: 03708 506 506 Centre (NCCC) Email: [email protected] PO Box 544, Templeborough, Rotherham, S60 1BY
3 Teignbridge District Council - Environmental Health Telephone: 01626 361101 Department Fax: 01626 331874 Email: [email protected] Forde House, Brunel Road, Newton Abbot, Devon, TQ12 4XX Website: www.teignbridge.gov.uk
4 Environment Agency - Head Office Telephone: 01454 624400 Fax: 01454 624409 Rio House, Waterside Drive, Aztec West, Almondsbury, Bristol, Avon, BS32 4UD
5 Ordnance Survey Telephone: 03456 05 05 05 Email: [email protected] Adanac Drive, Southampton, Hampshire, SO16 0AS Website: www.ordnancesurvey.gov.uk
6 Devon County Council Telephone: 01392 382000 Fax: 01392 382135 County Hall, Topsham Road, Exeter, Devon, EX2 4QD Website: www.devon.gov.uk
7 PointX Website: www.pointx.co.uk 7 Abbey Court, Eagle Way, Sowton, Exeter, Devon, EX2 7HY
8 Landmark Information Group Limited Telephone: 0844 844 9966 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmark.co.uk
9 Natural England Telephone: 0300 060 3900 Email: [email protected] County Hall, Spetchley Road, Worcester, WR5 2NP Website: www.naturalengland.org.uk
- Public Health England - Radon Survey, Centre for Telephone: 01235 822622 Radiation, Chemical and Environmental Hazards Fax: 01235 833891 Email: [email protected] Chilton, Didcot, Oxfordshire, OX11 0RQ Website: www.ukradon.org
- Landmark Information Group Limited Telephone: 0844 844 9952 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmarkinfo.co.uk
Please note that the Environment Agency / Natural Resources Wales / SEPA have a charging policy in place for enquiries.
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 67 of 67 Site Sensitivity Map - Segment A6
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 1 of 4 Site Sensitivity Map - Segment A7
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 2 of 4 Site Sensitivity Map - Segment A10
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 3 of 4 Site Sensitivity Map - Segment A11
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 4 of 4 Site Sensitivity Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 1 of 6 Industrial Land Use Map
Industrial Land Use Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 2 of 6 Flood Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 3 of 6 For Borehole information please refer to the Borehole .csv file which accompanied this slice.
A copy of the BGS Borehole Ordering Form is available to download from the Support section of www.envirocheck.co.uk.
Borehole Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 4 of 6 OS Water Network Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 5 of 6 EA/NRW Suitability Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 6 of 6 Groundwater Vulnerability
Site Sensitivity Context Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 1 of 6 Bedrock Aquifer Designation
Site Sensitivity Context Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 2 of 6 Superficial Aquifer Designation
Site Sensitivity Context Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 3 of 6 Source Protection Zones
Site Sensitivity Context Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 4 of 6 Sensitive Land Uses
Site Sensitivity Context Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 5 of 6 BGS Flood GFS Data
Site Sensitivity Context Map - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 6 of 6
Appendix 3 - Envirocheck Geological Mapping
Geology 1:50,000 Maps Legends
Superficial Geology Geology 1:50,000 Maps Map Lex Code Rock Name Rock Type Min and Max Age This report contains geological map extracts taken from the BGS Digital Colour Geological map of Great Britain at 1:50,000 scale and is designed for users carrying out preliminary site assessments who require geological maps for ALV Alluvium Clay, Silt, Sand Not Supplied - the area around the site. This mapping may be more up to date than and Gravel Holocene previously published paper maps. The various geological layers - artificial and landslip deposits, superficial TFD Tidal Flat Deposits Clay, Silt, Sand Not Supplied - geology and solid (bedrock) geology are displayed in separate maps, but and Gravel Holocene superimposed on the final 'Combined Surface Geology' map. All map legends feature on this page. Not all layers have complete nationwide Bedrock and Faults coverage, so availability of data for relevant map sheets is indicated below. Geology 1:50,000 Maps Coverage Map Lex Code Rock Name Rock Type Min and Max Age Map ID: 1 Colour Map Sheet No: 339 Map Name: Newton Abbot Map Date: 1976 AGR Aller Gravel Formation Gravel Not Supplied - Bedrock Geology: Available Superficial Geology: Available Eocene Artificial Geology: Available Faults: Not Supplied BOF Bovey Formation Sand, Silt and Clay Not Supplied - Landslip: Available Eocene Rock Segments: Not Supplied UGS Upper Greensand Sandstone Not Supplied - Formation Albian AHBR Alphington Breccia Breccia Not Supplied - Formation and Heavitree Lopingian Breccia Formation (Undifferentiated) OBR Oddicombe Breccia Breccia Not Supplied - Formation Permian Geology 1:50,000 Maps - Slice A WBR Watcombe Breccia Breccia Not Supplied - Formation Permian NTN Netherton Breccia Breccia Not Supplied - Formation Permian WWYM Whiteway Mudstone Slate Not Supplied - Formation Famennian EOL East Ogwell Limestone Limestone Not Supplied - Formation Givetian Faults
Order Details: Order Number: 219144638_1_1 Customer Reference: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details: Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
v15.0 24-Sep-2019 Page 1 of 5 Artificial Ground and Landslip Artificial ground is a term used by BGS for those areas where the ground surface has been significantly modified by human activity. Information about previously developed ground is especially important, as it is often associated with potentially contaminated material, unpredictable engineering conditions and unstable ground.
Artificial ground includes:
- Made ground - man-made deposits such as embankments and spoil heaps on the natural ground surface. - Worked ground - areas where the ground has been cut away such as quarries and road cuttings. - Infilled ground - areas where the ground has been cut away then wholly or partially backfilled. - Landscaped ground - areas where the surface has been reshaped. - Disturbed ground - areas of ill-defined shallow or near surface mineral workings where it is impracticable to map made and worked ground separately.
Mass movement (landslip) deposits on BGS geological maps are primarily superficial deposits that have moved down slope under gravity to form landslips. These affect bedrock, other superficial deposits and artificial ground. The dataset also includes foundered strata, where the ground has collapsed due to subsidence.
Artificial Ground and Landslip Map - Slice A
Order Details: Order Number: 219144638_1_1 Customer Reference: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details: Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
v15.0 24-Sep-2019 Page 2 of 5 Superficial Geology Superficial Deposits are the youngest geological deposits formed during the most recent period of geological time, the Quaternary, which extends back about 1.8 million years from the present.
They rest on older deposits or rocks referred to as Bedrock. This dataset contains Superficial deposits that are of natural origin and 'in place'. Other superficial strata may be held in the Mass Movement dataset where they have been moved, or in the Artificial Ground dataset where they are of man-made origin.
Most of these Superficial deposits are unconsolidated sediments such as gravel, sand, silt and clay, and onshore they form relatively thin, often discontinuous patches or larger spreads.
Superficial Geology Map - Slice A
Order Details: Order Number: 219144638_1_1 Customer Reference: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details: Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
v15.0 24-Sep-2019 Page 3 of 5 Bedrock and Faults Bedrock geology is a term used for the main mass of rocks forming the Earth and are present everywhere, whether exposed at the surface in outcrops or concealed beneath superficial deposits or water.
The bedrock has formed over vast lengths of geological time ranging from ancient and highly altered rocks of the Proterozoic, some 2500 million years ago, or older, up to the relatively young Pliocene, 1.8 million years ago.
The bedrock geology includes many lithologies, often classified into three types based on origin: igneous, metamorphic and sedimentary.
The BGS Faults and Rock Segments dataset includes geological faults (e.g. normal, thrust), and thin beds mapped as lines (e.g. coal seam, gypsum bed). Some of these are linked to other particular 1:50,000 Geology datasets, for example, coal seams are part of the bedrock sequence, most faults and mineral veins primarily affect the bedrock but cut across the strata and post date its deposition.
Bedrock and Faults Map - Slice A
Order Details: Order Number: 219144638_1_1 Customer Reference: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details: Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
v15.0 24-Sep-2019 Page 4 of 5 Combined Surface Geology The Combined Surface Geology map combines all the previous maps into one combined geological overview of your site.
Please consult the legends to the previous maps to interpret the Combined "Surface Geology" map. Additional Information More information on 1:50,000 Geological mapping and explanations of rock classifications can be found on the BGS website. Using the LEX Codes in this report, further descriptions of rock types can be obtained by interrogating the 'BGS Lexicon of Named Rock Units'. This database can be accessed by following the 'Information and Data' link on the BGS website. Contact British Geological Survey Kingsley Dunham Centre Keyworth Nottingham NG12 5GG Telephone: 0115 936 3143 Fax: 0115 936 3276 email: [email protected] website: www.bgs.ac.uk
Combined Geology Map - Slice A
Order Details: Order Number: 219144638_1_1 Customer Reference: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details: Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
v15.0 24-Sep-2019 Page 5 of 5 Envirocheck ® Report: Mining and Ground Stability Datasheet
Order Details: Order Number: 219144638_1_1 Customer Reference: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details: Harleyford Aggregates Ltd, Zig Zag Quarry Aller Brake Road NEWTON ABBOT TQ12 5FN
Client Details: Mr N Leaney Aardvark EM Ltd Higher Ford Wiveliscombe Taunton Somerset TA4 2RL
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Contents
Report Section and Details Page Number
Summary -
The Summary section provides an overview of the data contained within the report, detailing the number of data set features or the existence of a data set in relation to the buffer selected. For ease of reference, the report is broken down into 4 sections of data; Mining and Natural Cavities Data, Historical Land Use Information (1:2,500), Historical Land Use Information (1:10,000) and Ground Stability Data (1:50,000). Mining and Natural Cavities Data 1
The Mining and Natural Cavities Data section features data sets related to the existence of mining areas and their potential hazards; and details of naturally formed cavities. Data sets within this section are not plotted, with the exception of BGS Recorded Mineral Sites and Potential Mining Areas which feature on the Historical Land Use Information (1:10,000) map. Historical Land Use Information (1:2,500) 3
The Historical Land Use Information (1:2,500) section contains data captured from analysis carried out by Landmark of 1:1,250 and 1:2,500 scale historical Ordnance Survey mapping, identifying areas where, historically, the land uses were potentially contaminative. For the purpose of this Envirocheck module, only historical data relating to mining and ground stability has been included and plotted on the corresponding Historical Land Use Information (1:2,500) map. This section also includes the Subterranean Features data set, which details various man-made and man-used underground spaces obtained from the Subterranea Britannica society. Historical Land Use Information (1:10,000) 4
The Historical Land Use (1:10,000) section covers data captured from the systematic analysis carried out by Landmark of 1:10, 560 and 1:10,000 scale historical Ordnance Survey mapping dating back to the mid-19th century, identifying potentially contaminative past industrial land uses. For the purpose of this Envirocheck module, only data relating to mining and ground stability has been included and plotted on the accompanying Historical Land Use Information (1:10,000) map. Ground Stability Data (1:50,000) 5
The Ground Stability (1:50,000) section includes the BGS Geosure data suite, reporting features to 250m and plotted onto 3 separate maps. Also reported is brine subsidence, brine mining and salt mining data sets, of which Brine Pumping and Salt Mining Related Features are plotted, and subsidence insurance claims and insurance investigations data, which is not plotted. Historical Map List 7
The Historical Map List section details the historical mapping that has been analysed for your site, in relation to the Historical Land Use Information sections. Data Currency 9
Data Suppliers 10
Useful Contacts 11
Copyright Notice
© Landmark Information Group Limited 2019. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, and the Environment Agency/Natural Resources Wales, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report.
© Copyright Peter Brett Associates LLP & DCLG 2011. All rights reserved.
The brine subsidence data relating to the Driotwich area as provided in this report is derived from JPB studies and physical monitoring undertaken annually over more than 35 years. For more detailed interpretation contact [email protected]. JPB retain the copyright and intellectual rights to this data and accept no liability for any loss or damage, including in direct or consequential loss, arising from the use of this data.
The Mining Instability data was obtained on licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The supplied Mining Instability data is derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.
Report Version v53.0
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page On Site 0 to 250m 251 to 500m 501 to 1000m Data Type Number Mining and Natural Cavities Data
BGS Recorded Mineral Sites pg 1 1 3 4
Coal Mining Affected Areas n/a n/a n/a
Man Made Mining Cavities
Mining Instability n/a n/a n/a
Natural Cavities
Non Coal Mining Areas of Great Britain n/a n/a
Potential Mining Areas pg 2 3 Historical Land Use Information (1:2,500)
Extractive Industries or Potential Excavations from 1855-1909 (100m) n/a n/a
Extractive Industries or Potential Excavations from 1893-1915 (100m) n/a n/a
Extractive Industries or Potential Excavations from 1906-1937 (100m) n/a n/a
Extractive Industries or Potential Excavations from 1924-1949 (100m) pg 3 1 n/a n/a
Extractive Industries or Potential Excavations from 1950-1980 (100m) pg 3 3 2 n/a n/a
Subterranean Features (100m) n/a n/a Historical Land Use Information (1:10,000)
Air Shafts
Disturbed Ground
General Quarrying pg 4 1 2
Heap, unknown constituents
Mineral Railway
Mining & quarrying general
Mining of coal & lignite
Quarrying of sand & clay, operation of sand & gravel pits pg 4 1 2 2 3
Former Marshes
Potentially Infilled Land (Non-Water) pg 4 1 2 5
Potentially Infilled Land (Water) pg 4 1 1 Ground Stability Data (1:50,000)
CBSCB Compensation District n/a n/a n/a
Brine Pumping Related Features
Brine Subsidence Solution Area
Potential for Collapsible Ground Stability Hazards pg 5 Yes Yes n/a n/a
Potential for Compressible Ground Stability Hazards pg 5 Yes Yes n/a n/a
Potential for Ground Dissolution Stability Hazards pg 5 Yes n/a n/a
Potential for Landslide Ground Stability Hazards pg 5 Yes Yes n/a n/a
Potential for Running Sand Ground Stability Hazards pg 5 Yes Yes n/a n/a
Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 5 Yes Yes n/a n/a
Salt Mining Related Features
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Report Version v53.0
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Mining and Natural Cavities Data
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Recorded Mineral Sites 1 Site Name: Zig Zag Quarry A7NW 0 1 288030 Location: Aller, Newton Abbot, Devon (S) 68995 Source: British Geological Survey, National Geoscience Information Service Reference: 1434 Type: Opencast Status: Active Operator: Harleyford Aggregates Ltd. Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 2 Site Name: Moor Park A6NE 35 1 287885 Location: Kingskerswell, Newton Abbot, Devon (SW) 68983 Source: British Geological Survey, National Geoscience Information Service Reference: 68161 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 3 Site Name: Aller Farm A7SW 133 1 288156 Location: Kingskerswell, Newton Abbot, Devon (S) 68693 Source: British Geological Survey, National Geoscience Information Service Reference: 68162 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 4 Site Name: Royal Aller Vale A10NE 141 1 287700 Location: Colesville, Newton Abbot, Devon (NW) 69500 Source: British Geological Survey, National Geoscience Information Service Reference: 1427 Type: Opencast Status: Ceased Operator: Hanson Aggregates, South East Region Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Unknown BGS Recorded Mineral Sites 5 Site Name: Coffinswell A8SW 716 1 288868 Location: Coffinswell, Newton Abbot, Devon (SE) 68539 Source: British Geological Survey, National Geoscience Information Service Reference: 58493 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Permian Geology: Oddicombe Breccia Formation Commodity: Sandstone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 6 Site Name: Coffinswell Gravel Pit A3SE 812 1 288505 Location: Coffinswell, Newton Abbot, Devon (SE) 68075 Source: British Geological Survey, National Geoscience Information Service Reference: 58499 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 1 of 11 Mining and Natural Cavities Data
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Recorded Mineral Sites 7 Site Name: Connybear Brake Gravel Pit A12SE 877 1 289052 Location: Coffinswell, Newton Abbot, Devon (E) 69326 Source: British Geological Survey, National Geoscience Information Service Reference: 58492 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Palaeogene Geology: Aller Gravel Formation Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 8 Site Name: Kingskerswell Road Sand Pit A13SW 953 1 286882 Location: Wolborough, Newton Abbot, Devon (NW) 69799 Source: British Geological Survey, National Geoscience Information Service Reference: 227707 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Eocene Geology: Bovey Formation Commodity: Sand Positional Accuracy: Located by supplier to within 10m Coal Mining Affected Areas In an area which may not be affected by coal mining Non Coal Mining Areas of Great Britain No Hazard Potential Mining Areas 9 Name: Wolborough A9NE 728 3 287083 Ceased Operation: Not Supplied (NW) 69697 Commodity: Not Supplied Reference: Not Supplied Alternate Not Supplied Name/Mine: Custodian: Not Supplied Potential Mining Areas 10 Name: Decoy A9NE 728 3 287083 Ceased Operation: Not Supplied (NW) 69697 Commodity: Lignite Reference: Not Supplied Alternate Not Supplied Name/Mine: Custodian: Not Supplied Potential Mining Areas 11 Name: Decoy A9NE 728 3 287081 Ceased Operation: Not Supplied (NW) 69693 Commodity: Clay and Lignite Reference: 15316 Alternate Not Supplied Name/Mine: Custodian: Not Supplied
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 2 of 11 Historical Land Use Information (1:2,500)
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Extractive Industries or Potential Excavations from 1924-1949 12 Use: Sand Pit A6NE 0 - 287941 First Map Published 1937 (SW) 69029 Date: Last Map Published Not Applicable Date: Extractive Industries or Potential Excavations from 1950-1980 13 Use: Zig Zag Sand Quarry A7NW 0 - 287989 First Map Published 1955 (S) 69064 Date: Last Map Published 1955 Date: Extractive Industries or Potential Excavations from 1950-1980 14 Use: Unspecified Deposited Material A7NW 0 - 287989 First Map Published 1955 (S) 69064 Date: Last Map Published Not Applicable Date: Extractive Industries or Potential Excavations from 1950-1980 15 Use: Pit A6NE 0 - 287924 First Map Published 1955 (SW) 69003 Date: Last Map Published N/A Date: Extractive Industries or Potential Excavations from 1950-1980 16 Use: Pond A6NE 46 - 287892 First Map Published 1955 (SW) 68947 Date: Last Map Published N/A Date: Extractive Industries or Potential Excavations from 1950-1980 17 Use: Royal Aller Vale Quarry (Sand) A10SE 59 - 287796 First Map Published 1955 (NW) 69430 Date: Last Map Published N/A Date:
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 3 of 11 Historical Land Use Information (1:10,000)
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
General Quarrying 18 Use: Not Supplied A11SW 0 - 287980 Date of Mapping: 1964 - 1993 (W) 69127 General Quarrying 19 Use: Not Supplied A9SE 673 - 287059 Date of Mapping: 1964 (W) 69307 General Quarrying 20 Use: Not Supplied A8SW 709 - 288866 Date of Mapping: 1891 (SE) 68552 Quarrying of sand & clay, operation of sand & gravel pits 21 Use: Not Supplied A10SE 0 - 287905 Date of Mapping: 1890 - 1993 (NW) 69182 Quarrying of sand & clay, operation of sand & gravel pits 22 Use: Not Supplied A6NE 32 - 287887 Date of Mapping: 1890 (SW) 68985 Quarrying of sand & clay, operation of sand & gravel pits 23 Use: Not Supplied A7SW 115 - 288153 Date of Mapping: 1890 (S) 68708 Quarrying of sand & clay, operation of sand & gravel pits 24 Use: Not Supplied A3NW 408 - 288110 Date of Mapping: 1890 (S) 68411 Quarrying of sand & clay, operation of sand & gravel pits 24 Use: Not Supplied A3NW 429 - 288070 Date of Mapping: 1890 (S) 68387 Quarrying of sand & clay, operation of sand & gravel pits 25 Use: Not Supplied A3SE 807 - 288510 Date of Mapping: 1891 (SE) 68083 Quarrying of sand & clay, operation of sand & gravel pits 26 Use: Not Supplied A9NW 822 - 286956 Date of Mapping: 1906 - 1938 (NW) 69640 Quarrying of sand & clay, operation of sand & gravel pits 27 Use: Not Supplied A12SE 884 - 289056 Date of Mapping: 1891 (E) 69336 Potentially Infilled Land (Non-Water) 28 Use: Unknown Filled Ground (Pit, quarry etc) A7SW 115 - 288153 Date of Mapping: 1993 (S) 68708 Potentially Infilled Land (Non-Water) 29 Use: Unknown Filled Ground (Pit, quarry etc) A3NW 408 - 288110 Date of Mapping: 1993 (S) 68411 Potentially Infilled Land (Non-Water) 30 Use: Unknown Filled Ground (Pit, quarry etc) A3NW 429 - 288070 Date of Mapping: 1993 (S) 68387 Potentially Infilled Land (Non-Water) 31 Use: Unknown Filled Ground (Pit, quarry etc) A9SE 673 - 287059 Date of Mapping: 1993 (W) 69307 Potentially Infilled Land (Non-Water) 32 Use: Unknown Filled Ground (Pit, quarry etc) A8SW 709 - 288866 Date of Mapping: 1993 (SE) 68552 Potentially Infilled Land (Non-Water) 33 Use: Unknown Filled Ground (Pit, quarry etc) A3SE 807 - 288510 Date of Mapping: 1993 (SE) 68083 Potentially Infilled Land (Non-Water) 34 Use: Unknown Filled Ground (Pit, quarry etc) A9NW 859 - 286932 Date of Mapping: 1993 (NW) 69681 Potentially Infilled Land (Non-Water) 35 Use: Unknown Filled Ground (Pit, quarry etc) A12SE 884 - 289056 Date of Mapping: 1993 (E) 69336 Potentially Infilled Land (Water) 36 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A6SE 96 - 287902 Date of Mapping: 1938 (S) 68779 Potentially Infilled Land (Water) 37 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A6NW 290 - 287632 Date of Mapping: 1938 (SW) 68919
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 4 of 11 Ground Stability Data (1:50,000)
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
CBSCB Compensation District The site does not fall within the brine compensation area. Brine Subsidence Solution Area The site does not fall within the brine subsidence solution area. Potential for Collapsible Ground Stability Hazards 38 Hazard Potential: Very Low A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Collapsible Ground Stability Hazards Hazard Potential: No Hazard A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Compressible Ground Stability Hazards 39 Hazard Potential: Moderate A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Landslide Ground Stability Hazards 40 Hazard Potential: Very Low A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Landslide Ground Stability Hazards 41 Hazard Potential: Low A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Landslide Ground Stability Hazards 42 Hazard Potential: Moderate A7SW 46 1 288103 Source: British Geological Survey, National Geoscience Information Service (S) 68774 Potential for Landslide Ground Stability Hazards 43 Hazard Potential: Low A6NW 221 1 287631 Source: British Geological Survey, National Geoscience Information Service (W) 69047 Potential for Landslide Ground Stability Hazards 44 Hazard Potential: Low A10SW 234 1 287546 Source: British Geological Survey, National Geoscience Information Service (W) 69174 Potential for Landslide Ground Stability Hazards Hazard Potential: No Hazard A7NW 71 1 288291 Source: British Geological Survey, National Geoscience Information Service (E) 69058 Potential for Running Sand Ground Stability Hazards 45 Hazard Potential: Very Low A11SW 0 1 288183 Source: British Geological Survey, National Geoscience Information Service (NE) 69219 Potential for Running Sand Ground Stability Hazards 46 Hazard Potential: Low A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Running Sand Ground Stability Hazards 47 Hazard Potential: Very Low A7SW 56 1 288147 Source: British Geological Survey, National Geoscience Information Service (SE) 68763 Potential for Running Sand Ground Stability Hazards 48 Hazard Potential: Very Low A6NE 97 1 287776 Source: British Geological Survey, National Geoscience Information Service (SW) 68960 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A7NW 0 1 288251 Source: British Geological Survey, National Geoscience Information Service (SE) 68996 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A11SW 0 1 287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121 Potential for Shrinking or Swelling Clay Ground Stability Hazards 49 Hazard Potential: Very Low A6NE 2 1 287900 Source: British Geological Survey, National Geoscience Information Service (S) 68847 Potential for Shrinking or Swelling Clay Ground Stability Hazards 50 Hazard Potential: Low A6NE 90 1 287776 Source: British Geological Survey, National Geoscience Information Service (SW) 68960
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 5 of 11 Ground Stability Data (1:50,000)
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A11SW 01287994 Source: British Geological Survey, National Geoscience Information Service (SW) 69121
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 6 of 11 Historical Map List
The following mapping has been analysed for Historical Land Use Information (1:2,500):
1:2,500 Mapsheet Published Date Devon 115_04 1888 Devon 115_04 1888 Devon 115_04 1888 Devon 115_04 1888 Devon 109_16 1890 Devon 109_16 1890 Devon 109_16 1905 Devon 109_16 1905 Devon 115_04 1905 Devon 115_04 1905 Devon 115_04 1905 Devon 115_04 1905 Devon 115_04 1937 Devon 115_04 1937 Devon 115_04 1937 Devon 115_04 1937 Devon 109_16 1939 Devon 109_16 1939 Ordnance Survey Plan SX8768 1955 Ordnance Survey Plan SX8768 1955 Ordnance Survey Plan SX8769 1955 Ordnance Survey Plan SX8769 1955 Ordnance Survey Plan SX8769 1955 Ordnance Survey Plan SX8769 1955 Ordnance Survey Plan SX8868 1955 Ordnance Survey Plan SX8869 1955 Ordnance Survey Plan SX8869 1955
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 7 of 11 Historical Map List
The following mapping has been analysed for Historical Land Use Information (1:10,000):
1:10,560 Mapsheet Published Date Devon 109_SE 1890 Devon 110_SW 1890 Devon 115_NE 1890 Devon 116_NW 1891 Devon 109_SE 1906 Devon 110_SW 1906 Devon 115_NE 1906 Devon 116_NW 1906 Devon 109_SE 1932 Devon 116_NW 1933 Devon 109_SE 1938 Devon 115_NE 1938 Devon 116_NW 1939 Ordnance Survey Plan SX87SE 1963 Ordnance Survey Plan SX86NE 1964 1:10,000 Mapsheet Published Date Ordnance Survey Plan SX86NE 1993 Ordnance Survey Plan SX87SE 1993
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 8 of 11 Data Currency
Mining and Cavities Data Version Update Cycle
BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service April 2019 Bi-Annually Coal Mining Affected Areas The Coal Authority - Property Searches March 2014 Annual Rolling Update Man Made Mining Cavities Peter Brett Associates July 2019 Bi-Annually Mining Instability Ove Arup & Partners October 2000 Not Applicable Natural Cavities Peter Brett Associates July 2019 Bi-Annually Non Coal Mining Areas of Great Britain British Geological Survey - National Geoscience Information Service May 2015 Not Applicable
Historical Land Use Information (1:2,500) Version Update Cycle
Subterranean Features Landmark Information Group Limited March 2019 Bi-Annually
Ground Stability Data (1:50,000) Version Update Cycle
CBSCB Compensation District Cheshire Brine Subsidence Compensation Board (CBSCB) August 2011 Not Applicable Potential for Collapsible Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Compressible Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Ground Dissolution Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Landslide Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Running Sand Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Potential for Shrinking or Swelling Clay Ground Stability Hazards British Geological Survey - National Geoscience Information Service January 2019 Annually Brine Subsidence Solution Area Johnson Poole & Bloomer January 2015 Annual Rolling Update
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 9 of 11 Data Suppliers
A selection of organisations who provide data within this report
Data Supplier Data Supplier Logo
Ordnance Survey
British Geological Survey
The Coal Authority
Ove Arup
Peter Brett Associates
Wardell Armstrong
Johnson Poole & Bloomer
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 10 of 11 Useful Contacts
Contact Name and Address Contact Details
1 British Geological Survey - Enquiry Service Telephone: 0115 936 3143 Fax: 0115 936 3276 British Geological Survey, Environmental Science Centre, Keyworth, Email: [email protected] Nottingham, Nottinghamshire, NG12 5GG Website: www.bgs.ac.uk
2 Ove Arup & Partners Telephone: 0191 261 6080 Fax: 0191 261 7879 Central Square, Forth Street, Newcastle upon Tyne, Tyne and Wear, NE1 3PL
3 Landmark Information Group Limited Telephone: 0844 844 9960 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmarkinfo.co.uk
- Landmark Information Group Limited Telephone: 0844 844 9952 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmarkinfo.co.uk
Order Number: 219144638_1_1 Date: 24-Sep-2019 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 11 of 11 Ground Stability Data (1:50,000)
Mining and Ground Stability - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 1 of 3 Ground Stability Data (1:50,000)
Mining and Ground Stability - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 2 of 3 Ground Stability Data (1:50,000)
Mining and Ground Stability - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 24-Sep-2019 Page 3 of 3 Historical Land Use Information (1:2,500)
Mining and Ground Stability - Segment A6
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 1 of 4 Historical Land Use Information (1:2,500)
Mining and Ground Stability - Segment A7
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 2 of 4 Historical Land Use Information (1:2,500)
Mining and Ground Stability - Segment A10
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 3 of 4 Historical Land Use Information (1:2,500)
Mining and Ground Stability - Segment A11
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Plot Buffer (m): 100 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 4 of 4 Historical Land Use Information (1:10,000)
Mining and Ground Stability - Slice A
Order Details Order Number: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 1 of 1 Estimated Soil Chemistry Arsenic - Slice A
Order Details Order Details: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 1 of 5 Estimated Soil Chemistry Cadmium - Slice A
Order Details Order Details: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 2 of 5 Estimated Soil Chemistry Chromium - Slice A
Order Details Order Details: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 3 of 5 Estimated Soil Chemistry Lead - Slice A
Order Details Order Details: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 4 of 5 Estimated Soil Chemistry Nickel - Slice A
Order Details Order Details: 219144638_1_1 Customer Ref: 1922 National Grid Reference: 287990, 69120 Slice: A Site Area (Ha): 15.5 Search Buffer (m): 1000 Site Details Harleyford Aggregates Ltd, Zig Zag Quarry, Aller Brake Road, NEWTON ABBOT, TQ12 5FN
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 24-Sep-2019 Page 5 of 5