Gower College Gorseinon Campus Geotechnical & Geoenvironmental Report-min

Site Location and Proposed Development

Site History

Geology

Radon

Coal Mining Risk

Assessment

Ground Conditions

Contaminants of Concern

Ground Gas Risk Assessment

Coal Mining Mitigation Measures

Foundation Solution

Executive Summary

Gower College Swansea (the Client) is proposing the construction of a large extension of the existing building at their Gorseinon Campus, the building comprises a new reception area and classrooms. The development site is irregular in shape and locates on the western side of the Gorseinon Campus towards the north western corner. The site centres on an approximate National Grid Reference of 258260 198150, occupying a plan area of approximately 0.28 Hectares.

The site is unoccupied and falls in an area of field land until the late 1950’s edition when an access road associated with the Gorseinon Technical College is constructed across the north of the site. The college is then extended, and a building occupies the central area of the site in the 1973 map. The site then remains unchanged while the college sees the addition of numerous buildings across the wider site.

The site is underlain by the rock of the Grovesend Formation. No superficial deposits are recorded on the site however till is present in the surrounding area and may underlie the site. Due to the developed nature of the site made ground is also anticipated.

No radon protection measures are required for the proposed extension.

While the Coal Authority report would suggest that there is a low risk from underground mining the presence of shallow coal seams and an area of shallow workings immediately to the east of the site indicates that there is a potential risk to the development site.

• Soft, dark brown, slightly gravelly CLAY with fine roots.

• Soft to firm / firm, light brown, silty slightly gravelly CLAY with low cobble content.

• Firm, orange and grey, slightly gravelly CLAY with low cobble content.

• SANDSTONE and MUDSTONE

• COAL, BACKFILLED WORKINGS and VOID

• MUDSTONE, Dark MUDSTONE with COAL traces.

All determinands tested for within samples collected have been found to be below the guideline values for a commercial development. There are therefore no identified contaminants of concern.

The first round of monitoring has found gas concentrations that will require the installation of gas characteristic situation 2 protection measures.

Rotary boreholes have identified backfilled workings and an open void at very shallow depth below the southern end of the site. These features do not meet the 1:10, void to rockhead ratio required and stabilisation works will therefore be needed prior to development commencing.

For the new extension reinforced concrete strip foundation or a reinforced concrete raft type foundation/floor slab solution. The foundations should be capable of spanning a residual crown hole of 3.0m with a cantilever effect on corners of 1.5m. Based upon the site investigation the depth to the in situ founding horizon will be between 0.30m and 1.80m depth below the existing ground level.

An allowable bearing pressure of 150kN/m2 may be used for design purposes. For the given foundation solution and bearing pressure, maximum total settlements of 25mm should result with differential movements of the superstructure not exceeding 1:750.

Foundations should extend to a minimum of 450m to protect against frost heave.

The floor slabs should be designed as suspended. Alternatively, in areas of shallow bedrock provided all clay is removed and replaced with well compacted granular material, floor slabs can be designed as ground bearing.

Flexible joints between the existing building and proposed extension should be incorporated into the design.

SECTION 1 Introduction and Proposed Development 1

1.1 Introduction 1

1.2 Limitations and Exceptions of Investigation 2

1.3 Quality Assurance 2

SECTION 2 Review of Existing Data 3

2.1 Physical Setting and Current Site Use 3

2.2 Site History 4

2.3 Geological Setting 5

2.3.1 Geology 5 2.3.2 BGS Borehole Information 5 2.3.3 Radon 5 2.3.4 Mining and Mineral Sites 6 2.3.5 Natural Hazards 6

2.4 Environmental Setting 6

2.4.1 Hydrogeology 6

2.4.2 Hydrology 7 2.4.3 Flooding 7 2.4.4 Waste and Infilled Land 7 2.4.5 Pollution 7 2.4.6 Sensitive Land Use 7 2.4.7 Estimated Urban Soil Chemistry 8 2.4.8 Industrial Land Use 8 2.4.9 Infilled Land 8

2.5 Ecology 8

2.6 Historical Site Investigation Data 8

SECTION 3 Coal Mining Risk Assessment 9

3.1 Geotechnical Risk 9 3.1.1 Underground Mining 9 3.1.2 Conclusion 10 3.2 Geoenvironmental Risk 10 3.2.1 Mine Gas Risk Assessment 10

SECTION 4 Preliminary Human Health and Environmental Risk Assessment 11

4.1 General 11 4.2 Potential Sources of Contamination 11 4.3 Potential Pollution Pathways 11

4.4 Potential Receptors 12

4.5 Preliminary Conceptual Site Model 12

SECTION 5 Field Investigation 14

5.1 Site Works 14

5.2 Ground Conditions 14 5.2.1 Miscellaneous Ground Conditions 14 5.2.2 Unrecorded Services 14

5.3 Groundwater 15

5.4 Stability and Obstructions 15 5.5 Foundation Excavations 15

5.6 Installation Well Construction 15

5.7 Laboratory Chemical Testing 16

5.7.1 Sampling Strategy 16

5.7.2 Soil Laboratory Analysis 16

5.8 Soil Property Testing 16

5.8.1 In situ Permeability Testing 16

5.8.2 Laboratory Geotechnical Testing 17

SECTION 6 Evaluation of Geoenvironmental Analytical Results 18

6.1 Assessment Methodology 18

6.2 Soil Test Results 18

6.2.1 Inorganics & Miscellaneous 18 6.2.2 Organics 19 6.2.3 Asbestos Testing 20

SECTION 7 Geotechnical Testing Results 21

7.1 Plasticity & Moisture Content Testing 21

SECTION 8 Ground Gas Risk Assessment 22

8.1 Gas Screening Value 22 8.2 Conclusion 22

SECTION 9 Quantitative Risk Assessment 23

9.1 Contaminants of Concern 23 9.2 Pollutant Linkages 23 9.3 Refined Illustrative Conceptual Site Model 23 9.4 Mitigation and Remedial Measures 23 9.4.1 Human Health 24 9.4.1.1 Contaminated Soils 24 9.4.1.2 Ground Gas/Radon* 24 9.4.2 Aquatic Environment 25

SECTION 10Assessment of the Risk from Shallow Underground Coal Mining 26

10.1 Coal Seam Stratigraphy 26 10.2 Summary of Boreholes 26 10.3 Potential Hazards from Shallow Workings 26 10.4 Proposed Remedial Measures 28

SECTION 11Engineering Recommendations 29

11.1 Preparation of Site 29

11.2 Foundation and Floor Slab Solution 29 11.3 Excavations and Formations 30 11.4 Protection of Buried Concrete 30 11.5 Access Roads and Car Parking Areas 30

11.6 Storm Water Drainage 31 11.7 Retaining Walls 31

Tables

Table 2.1 Historical Development from Map Information 4

Table 2.2 Detailed Stratigraphical Information 5

Table 2.3 BGS Recorded Mineral Sites 6

Table 4.1 Contamination Sources 11

Table 4.2 Preliminary Conceptual Site Model 13

Table 5.1 Summary of Typical Ground Conditions 14

Table 5.2 Groundwater Summary 15

Table 5.3 Installation Well Summary 15

Table 5.4 Sample Locations, Depths and Targets 16

Table 5.5 Soil Laboratory Analysis 16

Table 5.7 Summary of Geotechnical Testing 17

Table 6.1 Summary of Soil Chemical Test Results Inorganics & Miscellaneous 18

Table 6.2 Summary of Soil Chemical Test Results Speciated Polycyclic Aromatic Hydrocarbons 19

Table 6.3 Summary of Soil Chemical Test Results Petroleum Hydrocarbons 19

Table 7.1 Plasticity & Moisture Content Test Results 21

Table 8.1 Measured Gas Concentration Summary 22

Table 10.1 Summary of Site Investigation Boreholes 26

Table 10.2 Summary of Rockhead Cover 27

Table 11.1 Effective Shear Stress Parameters 31

Figures

Figure 1.1 Site Location 1

Figure 2.1 Site Location 3

Figure 3.1 Geology and Strata Base below Ground Level 9

Figure 3.1 Coal Authority Online Viewer Extract 10

Figure 9.1 Refined Illustrative Conceptual Site Model 23

Figure 10.1 Figure 3 from Statham et al 27

Annexes

ANNEX A Envirocheck Report

ANNEX B BGS Borehole Record

ANNEX C Coal Authority Mining Report

ANNEX D Risk Assessment Definitions

ANNEX E Trial Pit Logs

ANNEX F Hand Dug Trial Pit Logs and Photos

ANNEX G Laboratory Chemical Test Results

ANNEX H Laboratory Geotechnical Test Results

ANNEX I Ground Gas Monitoring Results

Drawings

Drawing 01 Site Investigation Locations

Gower College Swansea

Gower College Swansea

SECTION 1 Introduction and Proposed Development

1.1 Introduction

Gower College Swansea (the Client) is proposing the construction of a large extension of the existing building at their Gorseinon Campus The building comprises a new reception area and classrooms and the proposed site layout can be seen below in Figure 1.1

Figure 1.1 Site Location

Terra Firma (Wales) Limited have been commissioned by Cambria Consulting Limited, the structural and civil engineers, on behalf of the Client to undertake a geoenvironmental assessment and geotechnical investigation of the site.

The main objectives of the geoenvironmental assessment programme are:

• Investigate the potential human health and environmental liabilities at the site associated with any contamination

• Provide a summary of the human health and environmental conditions at the site, together with any necessary further intrusive works and / or remediation works to render the site fit for its intended use

The main objectives of the geotechnical site investigation are:

• Investigated the type, strength and bearing characteristics of the shallow superficial and underlying solid geology

• Investigate the risk, if any, from historical shallow underground mining features

• Provide engineering foundation and floor slab recommendations for the proposed development

• Provide infiltration rates and stormwater drainage viability

• Provide recommendations regarding any other geotechnical aspects pertaining to the development

In order to achieve the above objectives, Terra Firma (Wales) Limited carried out an assessment programme including a site walkover*, a review of existing data, followed by a field investigation to collect geotechnical and geoenvironmental data from selected locations.

1.2 Limitations and Exceptions of Investigation

The Client has requested that a Geoenvironmental Site Assessment (GSA) and Geotechnical Investigation (GI) be performed to enable the outlined main objectives.

The GSA and GI were conducted, and this report has been prepared for the sole internal reliance of the Client and their design and construction team. This report shall not be relied upon or transferred to any other parties without the express written authorisation of Terra Firma (Wales) Limited. If an unauthorised third party comes into possession of this report, they rely on it at their peril and the authors owe them no duty of care and skill. The report represents the findings and opinions of experienced geoenvironmental and geotechnical consultants. Terra Firma (Wales) Limited does not provide legal advice and the advice of lawyers may be required.

The subsurface geological profiles, any contamination and other plots are generalised by necessity and have been based on the information found at the locations of the exploratory holes and depths sampled and tested.

The investigation was limited by the presence of underground services and existing buildings.

1.3 Quality Assurance

The quality and environmental aspects of the assessment comply with Terra Firma Wales Ltd business management system which is UKAS Accredited to ISO 9001:2015 and ISO 14001:2015 standards.

SECTION 2 Review of Existing Data

2.1 Physical Setting and Current Site Use

The development site is irregular in shape and locates on the western side of the Gorseinon Campus towards the north western corner. The site centres on an approximate National Grid Reference of 258260 198150, occupying a plan area of approximately 0.28 Hectares.

The site currently comprises an existing building located centrally on the study site which is to be modified or replaced. Remaining areas of the site are covered by grass landscaping or tarmac access roads and car parking areas.

The northern site boundary is marked by the property boundary of the neighbouring houses. The eastern and southern boundary is marked by the existing college buildings. The western boundary follows the line of the existing access road in the south and cuts across a grassed area in the north.

The site elevation is seen to fall in a northerly direction from approximately 43m AOD to 38m AOD

The site location can be seen on Figure 2 1

Figure 2.1 Site Location

2.2 Site History

Historical maps of the site have been obtained in an Envirocheck Report, provided by Landmark Information Group. The history plans are supplied in Annex A of this report, and the most relevant editions are summarised in Table 2.1. Distances are approximate, and any changes in between map editions may not be recorded

Table 2 1 Historical Development from Map Information Map & Scale

1878 (1:2,500)

Key Features on Site

The site is unoccupied and falls within a field.

1898 (1:2,500)

1916 (1:2,500)

1935 (1:2,500)

Key Features off Site

The area is dominated by field land. Two roads cross the area 50m north and 100m south of the site and residential properties are seen intermittently along these. The residential area of Loughour Upper Town locates 250m west of the site. There are two small quarries located 130m west and 170m east of the site. Two Coal Pits are located 270m and 330m to the south west. A third locates 365m to the north west.

No significant changes. A quarry is now seen 80m to the west of the site and the quarry located to the east has been extended in a northerly direction. A shaft is located 195m to the south east and an ‘old coal pit’ is also shown in this area. The Cae Duke Colliery has been established 250m south of the site.

No significant changes. The quarry to the west of the site has been extended in a westerly direction. Additional development has been undertaken in the settlement to the west of the site and to a lesser degree along the road to the north.

No significant changes. Development has taken place along the southern side of the road to the north and the property boundary now meets the sites northern boundary. The quarries to the west and east now appear to be partially infilled. The colliery to the south has been partially dismantled with the removal of the rail infrastructure.

1951 (1:10,560) No significant changes. No significant changes.

1958 1959 The northern portion of the site is crossed by a tree lined access road associated with Gorseinon Technical College

Gorseinon Technical College has now been constructed immediately to the east of the site and the building forms the eastern boundary. Small areas in the north have been developed with residential properties. The quarry to the east has now been infilled

No significant changes. No significant changes. 1973 (1:2,500) An extension has been added to the college and this occupies a central area of the site.

1964 1970 (1:2,500)

A large area to the north east of the site has been developed with residential properties.

No significant changes. Additional buildings have been added in the north of the college campus. No evidence of the quarries to the west remains. 1993 (1:2,500)

1986 1988 (1:2,500)

No significant changes. A new building is seen immediately to the south of the site. The buildings added in the north have been replaced / modified and are now incorporated into the main building. Six additional buildings have been added to the east of the main building. The site has taken its present day layout.

No significant changes. Three buildings have been added to the south of the main building and a further building in the eastern side of the campus. 2021 (1:10,000) No significant changes. The three buildings added in the previous edition have been replaced by a single large building.

2006 (1:10,100)

2.3 Geological Setting

2.3.1 Geology

The 1:50,000 scale British Geological Map of the area (Sheet 247 Swansea) was consulted for geology underlying the site. The site is shown to be underlain by a sandstone unit of the Grovesend Formation. Detailed stratigraphical information is provided in Table 2.2

Table 2.2 Detailed Stratigraphical Information

Period Formation Member and Description

Grovesend Formation

Predominantly argillaceous, comprising mudstones and siltstones, with well developed coals; minor lithic ("Pennant") sandstones; locally developed red mudstones in the type area.

The bedrock is seen to be dipping at 10º to the north local area.

No superficial deposits are recorded on the site however Till is present in the surrounding area and may encroach onto the site. Residual soils for the weathering of the bedrock should also be anticipated on the site.

Given the developed nature of the site made ground should be anticipated. Given the nature of the site it is likely that cut and fill exercises have been undertaken to create level development plateaus

2.3.2 BGS Borehole Information

The BGS online borehole records were searched to identify any records in proximity of the site. The database includes three locations on the study site that are shallow which included one borehole and two hand dug trial pits. Additionally, to the north east of the study site are three deeper boreholes which while not located on the study site are close enough to provide useful information.

The shallow cable percussive borehole (SS59NE 74) found topsoil over, firm, dark brown, silty CLAY and yellow brown, sandy CLAY to a depth of 0.90m. This was then underlain by possible rockhead comprising sandstone to a depth of 1.20m achieve by the borehole. The hand dug trial pits (SS59NE 75 and SS59NE 76) then found clay to depths of 0.75m and 0.50m at which possible rockhead was recorded.

The deeper boreholes comprised three cable percussive boreholes with rotary cored holes which followed on in two of the locations. The boreholes found soils comprising sandy clay and slightly gravelly sand to depths of between 1.80m and 2.60m. This was then underlain by the bedrock which is seen to comprise sandstone underlain by mudstone with coal between approximately 11m and 12m.

The BGS borehole records can be found in Annex B

2.3.3 Radon

The Envirocheck Report (Annex A) details that the site is in the lower probability radon area and therefore no radon protective measures are required for the new developments.

Carboniferous South Wales Upper Coal Measures Formation

2.3.4 Mining and Mineral Sites

A Coal Authority report was obtained for the site The report states that the property is in a surface area that could be affected by underground mining in 2 seams of coal at 120m to 260m depth and last worked in 1923. The report also adds that any movement in the ground due to coal mining activity associated with these workings should have stopped by now.

There are no recorded coal mine entries known to the Coal Authority within, or within 20 metres of the boundary of the property.

The Coal Authority has no record of a mine gas emission requiring action.

The coal mining legacy of the site is discussed further in Section 3 and the Coal Authority Coal Mining Report is appended in Annex C.

Relevant BGS mineral sites as recorded in the Envirocheck Report datasheets (Annex A) are summaries in Table 2.3

Table 2.3

2.3.5 Natural Hazards

The Envirocheck details the following hazard potentials for the site.

Collapsible Ground: Very Low Compressible Ground: No Hazard Ground Dissolution: Low Landslide: Very Low Running Sand: No Hazard Shrinking and Swelling Clays: No Hazard

The site investigation will add further information on the potential natural hazards.

2.4 Environmental Setting

The following sections have been compiled using the Landmark Information Group Envirocheck datasheet and maps which can be found in Annex A

2.4.1 Hydrogeology

The bedrock deposits beneath the site have an aquifer designation of secondary aquifer A. These are “permeable layers 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”.

There are no superficial deposits identified on the site to consider.

Deeper groundwater flow within the underlying bedrock will be controlled by the strata dip and any fractures or bedding planes within the rock units. The historic mining features in the areas may also be conduits for groundwater flow.

The hydraulic gradient will be at its steepest during periods of heavy rainfall and aquifer recharge.

The site does not locate within, or within 1km of a groundwater source protection zone.

There are no surface or groundwater abstraction points located within 1km of the site.

2.4.2 Hydrology

The nearest surface water feature locates off site 511m to the south and comprises an stream which is a tributary of the Afon Lliw. The Afon Lliw locates just under 1km south of the site and flows in a Westerly Direction. The river is also seen to have a mean high and low water mark and is therefore tidally influenced.

The topography of the site slopes down towards to the north. Surface water is likely to drain in this direction and given the developed nature of the site this will be collected by surface water drainage systems.

2.4.3 Flooding

The site is not at risk from flooding from rivers or sea.

The access road into the college located to the west of the site and the areas to the south of the main building located west of the site is at risk or surface water flooding.

The site falls in an area with limited potential for groundwater flooding to occur.

2.4.4 Waste and Infilled Land

There are no recorded landfill sites within 250m of the site.

There are no licensed waste management facilities or waste transfer sites within 250m of the site.

There are five locations of potentially infilled land (non water) within 250m of the site. These related to infilled features such as pits or quarries and locate 55m west, 98m south, 106m south east, 199m south east and 207m south west.

There are no discharge consents within 250m of the site.

2.4.5 Pollution

There are no items on the contaminated land register entries and notices on the substantiated pollution incidents register.

There has been one pollution incident to controlled waters within 250m of the site. This locates 236m north of the site and occurred on 21st February 1995. This involved sewage debris / litter and was classified as a category 3, minor incident.

2.4.6

Sensitive Land Use

The site is not located within, or within 1km of a sensitive land use area

2.4.7 Estimated Urban Soil Chemistry

The BGS have published estimated urban soil chemistry concentrations locally to the site for a number of common contaminants, i.e., arsenic, cadmium, chromium, lead and nickel. All the given determinands have anticipated concentrations that are below the recognised trigger levels for a commercial scenario.

2.4.8 Industrial Land Use

There are no relevant entries on the contemporary trade directory within a 250m influencing distance of the site.

2.4.9 Infilled Land

There are five locations of potentially infilled land (non water) within 250m of the site. These related to infilled features such as pits or quarries and locate 55m west, 98m south, 106m south east, 199m south east and 207m south west.

2.5 Ecology

No Japanese knotweed was identified during the site walk over survey.

Information on managing Japanese Knotweed can be found in the PCA Code of Practice for the Management of Japanese Knotweed 2018 and INNSA Code of Practice, Managing Japanese Knotweed 2017.

Please note that Terra Firma (Wales) Ltd are not specialists in this field and the advice of an expert should be sought

2.6 Historical Site Investigation Data

Site investigation works were undertaken in 2013 for the large building that was added to the south of the existing building. While Terra Firma (Wales) Limited have not been made privy to the report it is understood that shallow mining features including a mine shaft were encountered, and that the area was treated with a program of drilling and grouting.

SECTION 3 Coal Mining Risk Assessment

3.1

Geotechnical Risk

3.1.1 Underground Mining

Figure 3 1 Geology and Strata Base below Ground Level

The Coal Authority Report states the property is in a surface area that could be affected by underground mining in 2 seams of coal at 120m to 260m depth and last worked in 1923. The report also adds that any movement in the ground due to coal mining activity associated with these workings should have stopped by now.

There are no recorded coal mine entries known to the Coal Authority within, or within 20 metres of the boundary of the property.

The BGS borehole records indicate a coal seam at between approximately 11.00m and 12.00m. The Coal Authority online viewer was also utilised for additional information. The online viewer shows a mine shaft, number 258198 009, located to the south east of the site near the block that was added in 2013. The viewer indicates that the shaft was 1.20m in diameter, 10.2m deep and that it has been treated. The depth of the mine shaft ties in with the depth of the coal seam as recorded in the BGS logs.

The Coal Authority viewer also shows the site to fall in an area of probable workings. The wider hatched area relates to workings at moderate depth however the small rectangular area around the 2013 building is identified as shallow. This rectangular area is also recorded as a development high risk area and ties in with the findings of the 2013 works.

The extract of the Coal Authority viewer can be seen on the following page in Figure 3.1

Approximate site boundary

Figure 3.1 Coal Authority Online Viewer Extract

3.1.2 Conclusion

While the Coal Authority report would suggest that there is a low risk from underground mining the presence of shallow coal seams and an area of shallow workings immediately to the east of the site indicates that there is a potential risk to the development site. It is therefore recommended that the risk is quantified by intrusive investigations.

3.2 Geoenvironmental Risk

3.2.1 Mine Gas Risk Assessment

The Coal Authority has no record of a mine gas emission requiring action. Mine gas is formed by the oxidation of coal which usually occurs in underground workings. Given the presence of shallow coal and the adjacent and possibly underlying workings it is considered that there is a risk from mine gas.

The risk should be quantified with a program of gas monitoring.

SECTION 4 Preliminary Human Health and Environmental Risk Assessment

4.1 General

The preliminary human health and environmental risk assessment is a qualitative evaluation of unacceptable risks to human health or the environment from potential ‘contaminated land’, based on reviewed information in preceding sections of this report.

For ‘contaminated land’ to exist as defined in Part 2A of the Environmental Protection Act (EPA) 1990, a Pollutant Linkage needs to be identified. Pollutant linkages are defined by having a valid ‘source pathway receptor’ as established in the preliminary conceptual site model.

For our definitions of pollution linkage and how we define risk please refer to Annex D which includes our classifications of consequence and probability, and risk assessment matrix.

4.2

Potential Sources of Contamination

Potential or known sources of contamination associated the sites current and historical land use are summarised in Table 4.1.

Table 4.1 Contamination Sources

ID Source

Contaminant

S1 Natural Soils Metals, Semi Metals and Non Metals S2 Made Ground Soils Metals, Semi Metals and Non Metals, Polycyclic Aromatic Hydrocarbons, Petroleum Hydrocarbons, Asbestos

S3 Buildings Asbestos

S4 Infilled Land: Former Quarries

S5 Mine Workings

Ground Gas: Methane, Carbon Dioxide, Carbon Monoxide, Hydrogen Sulphide

Mine Gas: Methane, Carbon Dioxide, Carbon Monoxide, Hydrogen Sulphide

No other significant potential on-site or off-site sources of contamination have been identified during the desk study.

4.3

Potential Pollution Pathways

Potential contaminant pathways associated with a commercial land use are as follows.

P1 Direct soil and dust ingestion

P2 Dermal contact

P3 Inhalation of dust and vapours

P4 Vertical migration of leachates (unsaturated zone)

P5 Horizontal and vertical migration of contaminants (saturated zone)

P6 Artificial contaminant pathway (borehole, pile, excavation etc)

P7 Surface run off

P8 Horizontal and vertical migration of ground gasses and vapours

P9 Direct contact with construction materials

P10 Inhalation of asbestos fibres

4.4 Potential Receptors

There are human and hydrological receptors to any contamination that may be present on site. Potential receptors include.

R1 Construction and maintenance workers

R2 Future site users (staff, student and visitors)

R3 Passers by or neighbouring site users

R4 Groundwater (aquifer)

R5 Surface waters (river/lake)

R6 Construction materials (concrete/potable water pipes)

4.5 Preliminary Conceptual Site Model

The preliminary conceptual site model establishes potential pollutant linkages between contaminants (source), pathways and receptors, realised during the preparation of the desk study report. Where a potential pollutant linkage is identified an assessment of risk is subsequently undertaken. The preliminary conceptual site model is tabulated in Table 4.2

Outcomes of the preliminary conceptual site model are used as a basis for the design and implementation of the site investigation, whereby areas of potential contamination can be targeted as well as investigating the wider site.

Findings of the site investigation can in turn be used to develop and refine the conceptual site model.

Table 4.2

Preliminary Conceptual Site Model

Source Pathway Receptor

Human Health

Preliminary Risk Assessment Consequence Probability Risk

Contaminated Soils

S1, S2 & S3

Direct soil and dust ingestion P1

Dermal contact P2

Inhalation of dust and vapours P3

Inhalation of asbestos fibres P4

Construction and maintenance workers R1 Medium Low Likelihood

Passers by or neighbouring site users R3 Medium Unlikely

Future site users (Staff, pupils and visitors) R2 Medium Low Likelihood

Low Risk: COSHH assessment and good level of PPE/ hygiene by site workers/ staff; dust suppression measures if required. Suitably designed site investigation recommended.

Low Risk: Dust suppression measures if required.

Low Risk: Suitably designed site investigation recommended.

Radon Gas

Landfill Gas

Ground Gas S4

Vapours

Mine Gas S5

Impacted Groundwaters S1 & S2

Contaminated Soils S1, S2 & S3

Horizontal and vertical migration of ground gasses and vapours P8

Artificial contaminant pathway P6

Future site users (Staff, pupils and visitors) R2

Construction and maintenance workers R1

Future site users (Staff, pupils and visitors) R2

Medium Unlikely Negligible Risk: No radon protection measures required.

Severe Unlikely Negligible Risk: No landfills locate within 250m of the site.

Severe Medium Likelihood Medium Risk: Several infilled quarries are present within 250m.

Severe

Horizontal and vertical migration of contaminants (saturated zone) P5 Dermal contact P2

Horizontal and vertical migration of contaminants (saturated zone) P5

Construction and maintenance workers R1

Construction materials (water pipes) R6

Low Likelihood Very Low Risk: No source of vapours has been identified.

Severe Unlikely Medium Risk: Shallow workings may be present beneath the site.

Medium Unlikely

Low Risk: Significant contamination is not anticipated.

Direct Contact with construction materials P9

Vertical migration of leachates (unsaturated zone) P4

Construction materials (concrete) R6

Aquatic Environment

Groundwater (aquifer) R4

Surface waters (river/lake) R5

Mild Low Likelihood

Low Risk: Significant contamination is not anticipated. Aggressive ground conditions Sulphates S1 & S2

Contaminated Soils

S1, S2 & S3

Surface run-off P7

Horizontal and vertical migration of contaminants (saturated zone) P5

Surface waters (river/lake) R5

Mild

Low Likelihood Low Risk

SECTION 5 Field Investigation

5.1 Site Works

A geotechnical and geoenvironmental site investigation comprising six machine excavated trial pits, including two soakaway tests, was undertaken on the 7th of July 2021 The investigation also included five hand excavated trial pits undertaken to expose the existing foundations of the existing buildings. These were completed on the 7th and 19th July 2021.

The machine excavated trial pits were undertaken using an 8 tonne tracked excavator and were terminated at probable bedrock.

Additionally, 6 rotary boreholes were undertaken, by Apex Drilling Services Limited. The boreholes were sunk using a Fraste PL.G rotary percussive drilling rig. The boreholes were undertaken between 4th and 6th August 2021

The fieldwork was supervised by Terra Firma (Wales) Limited, who logged the exploratory holes to the requirements of BS 5930:2015+A1:2020. The proposed locations of the exploratory holes were determined by Cambria Consulting Limited with final positioning on site by Terra Firma (Wales) Limited.

The trial pit and borehole logs can be found in Annex E, and the hand dug trial pit logs, photos and diagrams can be found in Annex F. The locations are shown on Drawing 01

5.2 Ground Conditions

The ground conditions encountered by the exploratory holes can in general be summarised as shown in Table 5.1

Table 5 1 Summary of Typical Ground Conditions Depth (m) Thickness (m) Stratum 0.00 0.10/0.40 0.10/0.40 Soft, dark brown, slightly gravelly CLAY with fine roots. 0.10/0.40 - 0.50/1.00 0.60/0.75 Soft to firm / firm, light brown, silty slightly gravelly CLAY with low cobble content. 0.50/1.00 1.10/1.70 0.40/0.80 Firm, orange and grey, slightly gravelly CLAY with low cobble content. 1.10/1.70 8.00/9.90 6.30/8.60 SANDSTONE and MUDSTONE 8.00/9.90 9.40/9.80 0.60/1.40 COAL, BACKFILLED WORKINGS and VOID 9.40/9.80 >15.00/30.00 MUDSTONE, Dark MUDSTONE with COAL traces.

5.2.1

Miscellaneous Ground Conditions

In TP01 made ground was encountered this comprised a layer of soft, dark brown, slightly gravelly CLAY over a (loose), grey, slightly clayey GRAVEL between 0.20m and 0.30m. Made ground was also encountered in TP04. This comprised soft, dark brown, slightly gravelly CLAY with low cobble content, and it contained brick and concrete block fragments.

5.2.2 Unrecorded Services

In TP03 at a depth of approximately 0.50m a 20mm blue alkathene water pipe was encountered which was not recorded on the service plans. There was no significant flow from the pipe, and it may not be in use, however it was repaired and made good.

5.3 Groundwater

Groundwater information recorded during the site investigation is summarised in Table 5 2

Table 5 2 Groundwater Summary

Location Depth (m) Details

HD03 0.40 Water sitting in bottom of hand dug trial pit.

BH01 28.00 Water strike

BH02 29.00 Water strike

BH05 21.40 Water strike

5.4 Stability and Obstructions

Trial pits remained stable and vertical during excavation.

Advancement of trial pit TP was obstructed between 1.10m and 1.80m due to suspected bedrock.

5.5 Foundation Excavations

During the site investigation works five excavations were undertaken. Four of the pits were targeted at the existing building which extends into the site. The fifth was undertaken next to the main entrance building which was part of the original college buildings.

The excavations have found that the building that extends in to the site is founded at shallow depth on the bedrock.

The excavation in HD05 next to the original building appears to show it founded at a depth of 0.85m on the brown CLAY soils. However due to the depth of the excavation and the distance the concrete steps out from the building line, it was not possible to properly expose the underside of the foundation. The foundation may therefore extend to greater depths.

The foundation excavation logs can be found in Annex F along with their photographs and diagrams.

5.6 Installation Well Construction

Gas well locations were selected on a non targeted basis to characterise the gas contamination status of the site

Gas installation well construction details are summarised in Table 5.3

Table 5.3 Installation Well Summary

BH01

BH02

BH05

5.7

Laboratory Chemical Testing

5.7.1 Sampling Strategy

Soil sampling locations were selected on a non targeted basis to characterise the contamination status of the site

Sample locations, depths and suspected/known contamination source targets are summarised in Table 5.4:

Table 5.4 Sample Locations, Depths and Targets Location Depth (m) Strata

TP01 0.50 Light brown, silty gravelly CLAY

TP02 0.30 Brown, silty gravelly CLAY

TP03 0.50 Brown, silty slightly gravelly CLAY

TP04 0.40 Made Ground

TP05 0.60 Light brown, slightly gravelly CLAY

TP06 0.30 Light brown, silty slightly gravelly CLAY

5.7.2 Soil Laboratory Analysis

During the site investigation works soil samples were taken and despatched to the accredited laboratories of Eurofins Chemtest for laboratory chemical testing. Soil samples were tested for the determinands listed in Table 5.5.

Table 5.5 Soil Laboratory Analysis

Metals & Metalloids In-Organics

Organics Others

Cadmium Petroleum Hydrocarbons

Chromium III

Chromium VI

Copper Lead Mercury Nickel Selenium

Zinc

The results are discussed in detail in SECTION 6 and the laboratory test results certificates may be found in Annex G

5.8 Soil Property Testing

5.8.1 In-situ Permeability Testing

During the site investigation two trial pit soakaway tests were undertaken in TP01 and TP02 and carried out in general accordance with BRE DG 365:2016

The soakaway tests found negligible infiltrations. The test results are discussed in SECTION 11.6

5.8.2

Laboratory Geotechnical Testing

A schedule of laboratory tests was prepared by Terra Firma Wales Ltd, and samples were despatched to the accredited laboratories of GSTL/Apex Testing Solutions. A summary of the testing carried out is presented in Table 5.6.

The test results are presented in Annex H and discussed in SECTION 7 of this report

SECTION 6 Evaluation of Geoenvironmental Analytical Results

6.1 Assessment Methodology

Comparison of the analytical results has been made with the 2015 Suitable 4 Use Levels (S4UL) provided by Land Quality Management (LQM) Limited and the Chartered Institute of Environmental Health (CIEH) or provisional Category 4 Screening Levels (pC4SL).

Soil leachate and groundwater analytical results have been compared with available published guidelines in the Water Framework Direction (Standards and Classification) Directions (England and Wales) 2015 and Drinking Water Directive (98/83/EC)

Sulphate results have been compared to guidelines presented in British Research Establishment (BRE SD1:2015). Sulphate levels need only be considered for buried concrete risk assessment and are not human health related.

Soils subjected to a UK Water Industry Research (UKWIR) suite of testing have been compared with guidelines set out in UKWIR Guidance for the Selection of Water Supply Pipes to be Used in Brownfield Sites (Ref 10/WM/03/21).

6.2 Soil Test Results

A summary of the chemical test results which include the regulatory soil guideline values used in a commercial setting are given in the following tables. The complete results can be found in Annex G.

6.2.1 Inorganics & Miscellaneous

Six samples were tested for a standard suite of inorganics, pH and organic matter. The summarised results are in Table 6 1

6.2.2 Organics

Six samples were tested for speciated polycyclic aromatic hydrocarbons. The summarised results are in Table 6.2.

Table 6 2 Summary of Soil Chemical Test Results

Speciated Polycyclic Aromatic Hydrocarbons

Substance

Threshold Value (mg/kg) Source

Measured Concentrations (mg/kg) Number of Exceedances

Minimum Maximum

Naphthalene 190 LQM/CIEH <0.1 <0.1 0

Acenaphthylene 83000 LQM/CIEH <0.1 <0.1 0

Acenaphthene 84000 LQM/CIEH <0.1 <0.1 0

Fluorene 63000 LQM/CIEH <0.1 <0.1 0

Phenanthrene 22000 LQM/CIEH <0.1 0.76 0

Anthracene 520000 LQM/CIEH <0.1 0.20 0

Fluoranthene 23000 LQM/CIEH <0.1 2.1 0

Pyrene 54000 LQM/CIEH <0.1 2.1 0

Benzo(a)anthracene 170 LQM/CIEH <0.1 1.3 0

Chrysene 350 LQM/CIEH <0.1 1.5 0

Benzo(b)fluoranthene 44 LQM/CIEH <0.1 1.1 0

Benzo(k)fluoranthene 1200 LQM/CIEH <0.1 1.1 0

Benzo(a)pyrene 35 LQM/CIEH <0.1 1.3 0

Indeno(123cd)pyrene 500 LQM/CIEH <0.1 0.80 0

Dibenzo(ah)anthracene 3.5 LQM/CIEH <0.1 0.38 0

Benzo(ghi)perylene 3900 LQM/CIEH <0.1 0.81 0

Aromatic

PH

PH C8 C10 Arom 3500 LQM/CIEH <1.0 <1.0 0

PH C10 C12 Arom 16000 LQM/CIEH <1.0 <1.0 0

PH C12 C16 Arom 36000 LQM/CIEH <1.0 <1.0 0

PH C16 C21 Arom 28000 LQM/CIEH <1.0 <1.0 0

PH C21 C35 Arom 28000 LQM/CIEH <1.0 <1.0 0

PH C35 C44 Arom 28000 LQM/CIEH <1.0 <1.0 0

Notes:

PH Petroleum Hydrocarbon Ali Aliphatic

Arom Aromatic

Thresholds based on 1.0% soil organic matter * Ali C16 21 and C21 C35 based on criteria for Ali EC >16 35

6.2.3

Asbestos Testing

All soil samples were scheduled for asbestos screening.

Asbestos was not detected.

SECTION 7 Geotechnical Testing Results

Geotechnical testing results are summarised in the following sections and presented in their entirety in Annex H.

7.1 Plasticity & Moisture Content Testing

During the investigation three samples of the shallow clay material was taken and submitted for plasticity testing. The test results are summarised in Table 7.1

Table 7.1 Plasticity & Moisture Content Test Results Location

TP03 0.80 CLAY 17.1 20 82 16 Low

TP05 0.90 CLAY 25.4 17 76 12.92 Low

TP06 0.90 CLAY 18.6 19 83 15.77 Low

In line with the NHBC (Chapter 4.2), the modified plasticity index for each sample was calculated. For design purposes the soils on site should be assumed to have a low volume change potential.

SECTION 8 Ground Gas Risk Assessment

8.1

Gas Screening Value

Three ground gas monitoring wells were installed in rotary boreholes identified as BH01, BH02 and BH05. Installation details are shown on the relevant log.

One rounds of gas monitoring has been carried out to date. The installations were tested for carbon dioxide, methane, oxygen, carbon monoxide and hydrogen sulphide using a Gas Analyser GA5000

Recorded gas concentrations are summarised in Table 8.1

Table

Gas

8.1 Measured Gas Concentration Summary

Minimum (% V/V)

Maximum (% V/V)

Methane N/D N/D

Carbon Dioxide 2.7 6.2

Oxygen 12.4 14.2

Carbon Monoxide N/D 1

Hydrogen Sulphide N/D N/D

Methane has not been detected, Carbon dioxide levels varied between 2.7% and 6.2% V/V. Oxygen concentrations varied between 12.4% and 14.2% V/V.

The gas flow rate from the boreholes was also assessed, a maximum flow rate of 0.1l/hr was recorded.

Based on a flow rate of 0.1l/hr and the highest recorded carbon dioxide concentration of 6.2%, a gas screening value of * l/hr is calculated, as follows:

GSV = (6.2/100) x 0.1 = 0.0062 l/hr

The results to date are presented in Annex I

8.2 Conclusion

When this monitoring result is compared with Table 8.5 of CIRIA report C665, the site is classified as ‘Gas Characteristic Situation 1’ (CS1). However, as the peak carbon dioxide has risen above 5%, it is recommended that ‘Gas Characteristic Situation 2’ (GS2) is applied to the site in line with recommendations provided in CIRIA C665.

Upon completion of the full six rounds of monitoring the recommendation will be reviewed in a letter report and if necessary amended.

SECTION 9 Quantitative Risk Assessment

9.1 Contaminants of Concern

All substances tested for were found to be present at concentrations below their respective human health threshold level.

9.2 Pollutant Linkages

As no contaminants of concern have been identified it is considered that there is not complete source, pathway, receptor linkage on the site.

9.3 Refined Illustrative Conceptual Site Model

Figure 9.1 Refined Illustrative Conceptual Site Model

9.4 Mitigation and Remedial Measures

As no contaminants of concern have been identified on the site mitigation or remedial measures will not be required.

9.4.1 Human Health

9.4.1.1

Contaminated Soils

Site specific mitigation and remedial measures are not required with respect to human health

As good practice, construction workers should adhere to good site management, COSHH, good standards of hygiene and appropriate health & safety on site, with personal protection equipment (PPE) and dust suppression where appropriate.

All imported soils, if required, should be validated as clean and suitable for use in accordance with ‘Requirements for the Chemical Testing of Imported Soils for Various End Uses and Validation Cover Systems’.

For proposed new supply water pipes, the UK Water Industry Research publication ‘Guidance for the Selection of Water Supply Pipes to be used in Brownfield Sites (Report 10/WM/03/21)’ should be consulted.

In accordance with EC Regulation 1272/2008 and Environment Agency Guidance WM3 soils destined for off-site disposal should be classified based on their hazard phrases prior to disposal. Soils are classified as a mirror entry waste and should be classified based on their specific chemical properties.

If during earthworks ground conditions are encountered that are markedly different to those found during the investigation then the ground should be subject to additional sampling and testing and any necessary remedial measures designed and implemented before continuing with the works.

9.4.1.2 Ground Gas/Radon

No radon protection measures are required for the proposed development.

The first round of gas monitoring has found the site to be GSC2. To protect the future site users from identified ground gas, proposed structures will need to incorporate within its construction a suitable ground gas protection system. The ground gas protection system should be designed, verified, installed and validated in accordance with the British Standard 8485:2015+A1:2019 and CIRIA guidance C735:2014

It is recommended that a specialist consultant is retained to prepare a risk assessed ground gas protection system Verification Plan for the proposed development. The Verification Plan will detail the required protection measures based on the perceived risk associated with the complexity of design, experience of the installer, size of the site and gas characteristic situation. The Verification Plan also details the step-by-step process and requirements to allow for the completion of a Validation Report. Terra Firma (Wales) Ltd offer Verification and Validation services.

Validation of installed ground gas protection systems by an independent third party will be required upon completion of the development. Validation may only be achieved if processes prescribed in the Verification Plan are undertaken. Verification of the installed protection measures is highly recommended. Terra Firma Wales Ltd. offer a comprehensive ground gas protection system verification service.

9.4.2 Aquatic Environment

Site specific mitigation and remedial measures are not required with respect to the aquatic environment.

During the construction period, there is a risk to the environment/adjacent sites from de watering, digging foundations, moving contaminated soil, drainage misconnections, discharges to local surface waters or the ground, runoff from construction materials and/or exposed ground, wheel washings and oil or chemical spills.

The risk is considered to be negligible as any adverse effects will be easily preventable by due diligence to good construction practise and housekeeping in preventing surface runoff and the spillage of materials.

The basic measures that should be taken are as follows:

• Prepare a drainage plan and mark the manholes to prevent pollutants accidently reaching the surface water sewers;

• Carry out any activities that could cause pollution in a designated, bunded area, away from rivers or boreholes. Where possible it should drain to the foul sewer;

• Use settlement ponds to remove silty water;

• Store all oils and chemicals in a fully bunded area to prevent leaks or spills;

• Get advice on whether you need an environmental permit and apply in good time

SECTION 10Assessment of the Risk from Shallow Underground Coal Mining

10.1 Coal Seam Stratigraphy

The 6 boreholes undertaken across the site confirm that there is one coal seams within the top 30m under the site. The following generalised sequence of horizons has been recorded:

• Superficial deposits

• Measures

• Coal Seam / Backfilled Workings / Void

• Measures

10.2 Summary of Boreholes

Due to the steep sloping bank, electricity cable and existing building which is to be retained the boreholes in the south of the site could not be undertaken under the proposed footprint of the extension. The boreholes have therefore been undertaken as close as practicable to proposed development.

A summary of the boreholes sunk beneath the site with particular reference to coal seams and old workings is presented in Table 10.1 below

Table 10.1 Summary of Site Investigation Boreholes

Borehole ID Depth (m) Feature Thickness (m)

BH01 8.00 to 9.40 Soft Drill: Backfilled Workings 1.40

BH02 8.30 to 9.60 Coal 1.30 BH03 8.20 to 9.50 Soft Drill: Backfilled Workings 1.30

BH04 8.00 to 9.10 Void 1.10 9.10 to 9.50 Soft Drill: Backfilled Workings 0.40

BH05 9.90 to 10.70 Coal 0.80 BH06 9.20 to 9.80 Coal 0.60

The boreholes have encountered coal seams, backfilled working and open voids. Due to the presence of backfilled workings and open voids there may be a risk to the proposed development, and this is considered in the following sections.

10.3 Potential Hazards from Shallow Workings

A paper published in ‘Land Subsidence (Proceedings of the Fourth International Symposium on Land Subsidence, May 1991 IAHS Publ. no. 200,1991) by Statham et al, titled ‘Subsidence Due to Abandoned Mining in the South Wales Coalfield, U.K: Causes, Mechanisms and Environmental Risk Assessment’ was consulted.

Statham et al have shown that in the South Wales Coalfield the upper limit of crown hole migration through rock is generally 8 to 12 times the void height.

Figure 3 of this paper (reproduced below) presents a histogram of H/T (rock head over void height). From this histogram it can be extrapolated that over 95% of the incidents of crown hole migration occur where the H/T ratio is less than 10 (i.e., 1m void for 10m overlying rockhead cover. Over 75% occur where the H/T ratio is less than 2.

Figure 10.1 Figure 3 from Statham et al

10.4 Proposed Remedial

Measures

The site investigation boreholes have found workings in the southern area of the site with insufficient rock head cover and there is therefore a risk to the proposed buildings from collapse. In addition to this where intact coal seams have been encountered they are of sufficient thickness that if worked would pose a risk to the surface stability. Due to site restrictions it was not possible to drill boreholes closer to the building and therefore uncertainties remain as to the extent of these workings.

At present a worst case scenario has been adopted as it is considered likely that these workings are present under the current building. Additional investigations should be undertaken, following enabling works, to determine the extent of the features and further define the impacted area. At present it is recommended that the workings will need to be stabilised by drilling and grouting methods. This recommendation will be reviewed and if necessary amended pending completion of the additional investigation. The drilling and grouting procedure is outline below.

Drilling and Grouting

Ground stabilisation by drilling and grouting could be carried out prior to development commencing. This should be undertaken in accordance with Chapter 6 ‘Consolidation of Shallow Abandoned Mine Workings’ of CIRIA C758D: 2019 ‘Abandoned Mine Workings Manual’.

Grout is pumped into the voided/broken ground, acting ‘to replace or maintain the sub surface support lost by excavation, and to restrict void migration so that any subsequent development does not experience foundation collapse or major subsidence’.

To gain adequate coverage of the area to be treated a series of rotary boreholes are sunk in a grid formation through the workings.

A closely spaced perimeter of grout holes is established around the individual plots usually at a spacing of 3.0m. A plastic tube is inserted in each hole to ensure it remains open throughout the grouting procedure.

Grout typically comprises a 9:1 mixture of pulverised fuel ash (pfa) to Ordinary Portland cement, batch mixed via a paddle mixer.

Grout is pumped under gravity into the perimeter holes until all are filled to the surface. In this way a grout curtain is established to prevent grout migration to areas outside the stabilisation zone.

As the existing building is to be retaining it is likely that angled holes will be required to provide the coverage needed.

Where particularly high grout intakes are required the grid size may be reduced with additional intersecting boreholes. Once the grout curtain has been established the infill holes are filled.

Drilling and grouting would reduce the potential risks to negligible levels.

Once the area has successfully been stabilised reinforced concrete strip foundation or a reinforced concrete raft type foundation/floor slab solution can be constructed within competent shallow ground. The foundations should be capable of spanning a residual crown hole of 3.0m with a cantilever effect on corners of 1.5m.

SECTION 11Engineering Recommendations

11.1 Preparation of Site

Areas of vegetation including all roots should be stripped and removed from beneath the proposed development site.

If the existing building is to be modified it should be subject to an appropriate asbestos survey. Prior to any demolition or modification any deleterious material identified should be removed and disposed of at a suitable licenced landfill facility by a qualified asbestos specialist.

Allowances should be made for any temporary/permanent support works to any existing adjacent structure necessary because of the proposed works.

Contingencies should be made for the protection/diversion of any underground/overhead services present beneath/above the site brought about because of the proposed works.

Any reduced levels should be brought up to the required levels with suitable inert mainly granular materials. Department of Transport (DTp) type 2 sub base or similar should be used and compacted in layers to the requirements of the Specification for Highway Works.

Allowances should also be made for the excavation of any soft spots/areas and their replacement with well compacted imported granular materials.

In accordance with EC Regulation 1272/2008 and Environment Agency Guidance WM3 soils and other materials destined for off-site disposal should be classified based on their hazard phrases prior to disposal. Soils are classified as a mirror entry waste and should be classified based on their specific chemical properties. Terra Firma (Wales) Ltd offer this service if required.

11.2 Foundation and Floor Slab Solution

For the new extension reinforced concrete strip foundation or a reinforced concrete raft type foundation/floor slab solution The foundations should be capable of spanning a residual crown hole of 3.0m with a cantilever effect on corners of 1.5m. Based upon the site investigation the depth to the in situ founding horizon will be between 0.30m and 1.80m depth below the existing ground level.

The foundations should penetrate at least 200mm into the founding horizon

An allowable bearing pressure of 200kN/m2 may be used for design purposes. For the given foundation solution and bearing pressure, maximum total settlements of 25mm should result with differential movements of the superstructure not exceeding 1:750.

Foundations should extend to a minimum of 450m to protect against frost heave.

The floor slabs should be designed as suspended. Alternatively, in areas of shallow bedrock provided all clay is removed and replaced with well compacted granular material, floor slabs can be designed as ground bearing.

Flexible joints between the existing building and proposed extension should be incorporated into the design.

Cracking has been observed in the stone wall which forms the north western corner of the existing building on site. If additional loads are to be added to this building underpinning may be required for the areas not founded on the bedrock. Failure to do so may lead to damaging amounts of differential settlement.

Allowances should be made for the removal of any ‘soft spots’ and their replacement with well compacted granular materials. Department of Transport (DoT) Type 2 materials or similar could be used and should be compacted in layers to the specification for Highway Works.

All foundation formations should be inspected by a suitably qualified Engineer before being concreted.

11.3 Excavations and Formations

Most of the shallow excavations will be possible with normal soil excavating machinery.

Shallow perched water and groundwater flows were not encountered during the investigation. Any water inflows together with rainwater infiltration should be dealt with by conventional pumping techniques. However, it should be noted that during times of heavy rainfall a higher water table will be encountered.

The sides of any excavations deeper than 1.00m, or shallower if unstable, should be supported by planking and strutting or other proprietary means.

The sub formations/formations are likely to be susceptible to loosening, softening and deterioration by exposure to weather (rain, frost and drying conditions), the action of water (flood water or removal of groundwater) and site traffic.

Formations should never be left unprotected and continuously exposed to rain causing degradation, or left exposed/uncovered overnight, unless permitted by a qualified engineer.

Construction plant and other vehicular traffic should not be operated on unprotected formations.

As a minimum the formation/excavation surfaces must be protected by blinding concrete immediately after exposure.

Allowances should be made for the removal of soft spots/areas and their replacement with well compacted granular materials.

Allowances should also be made for special precautions to prevent formation deterioration in addition to the above.

11.4 Protection of Buried Concrete

When the results are compared with Table C2 of BRE Digest 1:2005, it indicates that buried concrete should generally conform to Class AC 1.

11.5 Access Roads and Car Parking Areas

For car parking and road areas, formations within the in-situ natural soils a CBR value of 2% may be used for design purposes. An increased value of 5% may be used for area of shallow bedrock.

Allowances should be made for the removal of any ‘soft spots/areas’ and their replacement with well compacted granular materials as previously described.

11.6 Storm Water Drainage

During the site investigation two soakaway test was undertaken in general accordance with BRE DG 365:2016. The soakaway test was carried out in trial pit TP01 and TP02 within natural materials.

The soakaway test recorded insufficient infiltration and was subsequently terminated early. It is considered that soakaway storm water draining is unsuitable at the site.

11.7 Retaining Walls

Due to the sloping nature of the site, retaining walls may be required. The existing steepness of any embankments should not be increased. Any cuts should be undertaken in small sections and in such a way so as not to induce any instability to the ground.

Effective shear parameters for retaining wall design are presented in Table 11 1

Table 11.1

Soft to firm cohesive soils 18

Firm to stiff cohesive soils 18 0

Loose granular soils 18 0 22 Medium dense granular soils 18 0 30 Well compacted, granular materials compacted as per Specification for Highway Works and other relevant guidance such as British Standards (BS) 6031: 1981. Code of Practise for Earthworks.

19 20 0 30 35

Fresh/slightly weathered mudstone/siltstone bedrock 19 24 5 35 40

Moderately / highly weathered 19 24 0 30 35

The parameters are based on experience in similar ground conditions.

The materials to be in filled behind the retaining wall should be placed at orclose to its optimum moisture content/maximum dry density and compacted in layers as per the requirements of the Specification for Highway Works. During the earthworks suitable in situ testing should be carried out to ensure that the compaction process is achieving the required maximum dry density to achieve at least 95% compaction.

The acceptability of the filling works should be verified by appropriate on site testing. A certification report should also be prepared on the earthworks by a suitably qualified Geotechnical Engineer.

Appropriate drainage should be incorporated in the design to prevent the build up of hydrostatic pressure.

Appropriate cutting and benching of the existing slope should be conducted prior to the replacement of any imported fill to minimise the risk of any slip surfaces forming on the interface between the existing imported materials.

ANNEX A Envirocheck Report

Ordnance Survey County Series and Ordnance Survey Plan 1:2,500

Historical Mapping Legends

Ordnance Survey Plan, Additional SIMs and Supply of Unpublished Survey Information 1:2,500 and 1:1,250

Large-Scale National Grid Data 1:2,500 and 1:1,250

Historical Mapping & Photography included:

Mapping Type Scale Date Pg

Glamorganshire

Glamorganshire

Glamorganshire

Glamorganshire

Ordnance Survey Plan

Ordnance Survey Plan

Ordnance Survey Plan

Supply of Unpublished Survey Information

Additional SIMs

Ordnance Survey Plan

Additional SIMs

Additional SIMs

Large-Scale National Grid Data

Large-Scale National Grid Data

Large-Scale National Grid Data

Large-Scale National Grid Data

Historical Aerial Photography

1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500 1:2,500

1878 1898 1916 1935 1958 - 1959 1964 - 1970 1971 - 1985 1973 1978 - 1991 1986 - 1988 1988 - 1991 1990 - 1991 1993 1993 1994 1995 2001

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

Historical Map - Segment A13

Order Details

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 100 Tel: Fax: Web: Page 1 of 18 A Landmark Information Group Service v50.0 16-Jun-2021

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. Historical Map - Segment A13

Map Name(s) and Date(s)

Glamorganshire Published 1898

Source map scale - 1:2,500

Map Name(s) and Date(s)

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 100 Tel: Fax: Web: Page 3 of 18 A Landmark Information Group Service v50.0 16-Jun-2021

Glamorganshire Published 1916 Source map scale - 1:2,500

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. Historical Map - Segment A13

Map Name(s) and Date(s)

Glamorganshire Published 1935 Source map scale - 1:2,500

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. Historical Map - Segment A13

Map Name(s) and Date(s)

Ordnance Survey Plan Published 1958 - 1959

Source map scale - 1:2,500

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. Historical Map - Segment A13

Map Name(s) and Date(s)

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 100 Tel: Fax: Web: Page 6 of 18 A Landmark Information Group Service v50.0 16-Jun-2021

Ordnance

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. Historical Map - Segment A13

Map Name(s) and Date(s)

Ordnance

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas.

Supply of Unpublished Survey Information Published 1973

Source map scale - 1:2,500

SUSI maps (Supply of Unpublished Survey Information) were produced between 1972 and 1977, mainly for internal use at Ordnance Survey. These were more of a `work-in-progress' plan as they showed updates of individual areas on a map. These maps were unpublished, and they do not represent a single moment in time. They were produced at both 1:2,500 and 1:1,250 scales.

Ordnance Survey Plan Published 1986 - 1988

Source map scale - 1:2,500

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas and by 1896 it covered the whole of what were considered to be the cultivated parts of Great Britain. The published date given below is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. Historical Map - Segment A13

Map Name(s) and Date(s)

Historical Mapping Legends

Ordnance Survey County Series 1:10,560 Ordnance Survey Plan 1:10,000 1:10,000 Raster

Mapping

Historical Mapping & Photography included:

Mapping Type Scale Date Pg

Glamorganshire

Carmarthenshire Glamorganshire Carmarthenshire Carmarthenshire Carmarthenshire Carmarthenshire Carmarthenshire

Ordnance Survey Plan

Ordnance Survey Plan

Ordnance Survey Plan Swansea Ordnance Survey Plan

Ordnance Survey Plan

10K Raster Mapping

10K Raster Mapping VectorMap Local

1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000

1884 1889 1900 - 1901 1907 - 1908 1921 1935 - 1936 1938 1951 1964 1969 1974 1976 1989 1993 1999 2006 2021

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

Historical Map - Slice A

Order Details

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 1000 Tel: Fax: Web: Page 1 of 19 A Landmark Information Group Service v50.0 16-Jun-2021

Russian Military Mapping Legends

Key to Numbers on Mapping

Historical Mapping & Photography included:

Mapping Type

Glamorganshire

Carmarthenshire Glamorganshire Carmarthenshire Carmarthenshire Carmarthenshire Carmarthenshire Carmarthenshire

Ordnance Survey Plan Ordnance Survey Plan Ordnance Survey Plan Swansea Ordnance Survey Plan Ordnance Survey Plan 10K Raster Mapping 10K Raster Mapping VectorMap Local

1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,560 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000 1:10,000

1884 1889 1900 - 1901 1907 - 1908 1921 1935 - 1936 1938 1951 1964 1969 1974 1976 1989 1993 1999 2006 2021

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

Glamorganshire Published 1884

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Carmarthenshire Published 1889

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Order Details

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

Historical Map - Slice A

Glamorganshire Published 1900

- 1901

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

Historical Map - Slice A

Carmarthenshire Published 1907 - 1908

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Historical Map - Slice A

Order Details

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 1000 Tel: Fax: Web: Page 6 of 19 A Landmark Information Group Service v50.0 16-Jun-2021

Map Name(s) and Date(s)

Carmarthenshire Published 1921

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

Carmarthenshire Published 1935 - 1936

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Carmarthenshire Published 1938

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Carmarthenshire Published 1951

Source map scale - 1:10,560

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Ordnance Survey Plan Published 1964

Source map scale - 1:10,000

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Ordnance Survey Plan Published 1969

Source map scale - 1:10,000

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Ordnance Survey Plan Published 1974

Source map scale - 1:10,000

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Swansea Published 1976

Source map scale - 1:10,000

These maps were produced by the Russian military during the Cold War between 1950 and 1997, and cover 103 towns and cities throughout the U.K. The maps are produced at 1:25,000, 1:10,000 and 1:5,000 scale, and show detailed land use, with colour-coded areas for development, green areas, and non-developed areas. Buildings are coloured black and important building uses (such as hospitals, post offices, factories etc.) are numbered, with a numbered key describing their use.

They were produced by the Russians for the benefit of navigation, as well as strategic military sites and transport hubs, for use if they were to have invaded the U.K. The detailed information provided indicates that the areas were surveyed using land-based personnel, on the ground, in the cities that are mapped.

Russian Map - Slice A

Order Details

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 1000 Tel: Fax: Web: Page 14 of 19 A Landmark Information Group Service v50.0 16-Jun-2021

Map Name(s) and Date(s)

Ordnance Survey Plan Published 1989

Source map scale - 1:10,000

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

Ordnance Survey Plan Published 1993

Source map scale - 1:10,000

The historical maps shown were reproduced from maps predominantly held at the scale adopted for England, Wales and Scotland in the 1840`s. In 1854 the 1:2,500 scale was adopted for mapping urban areas; these maps were used to update the 1:10,560 maps. The published date given therefore is often some years later than the surveyed date. Before 1938, all OS maps were based on the Cassini Projection, with independent surveys of a single county or group of counties, giving rise to significant inaccuracies in outlying areas. In the late 1940`s, a Provisional Edition was produced, which updated the 1:10,560 mapping from a number of sources. The maps appear unfinished - with all military camps and other strategic sites removed. These maps were initially overprinted with the National Grid. In 1970, the first 1:10,000 maps were produced using the Transverse Mercator Projection. The revision process continued until recently, with new editions appearing every 10 years or so for urban areas.

Map Name(s) and Date(s)

Historical Map - Slice A

10k Raster Mapping Published 1999 Source map scale - 1:10,000

The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.

VectorMap Local Published 2021

Source map scale - 1:10,000

VectorMap Local (Raster) is Ordnance Survey's highest detailed 'backdrop' mapping product. These maps are produced from OS's VectorMap Local, a simple vector dataset at a nominal scale of 1:10,000, covering the whole of Great Britain, that has been designed for creating graphical mapping. OS VectorMap Local is derived from large-scale information surveyed at 1:1250 scale (covering major towns and cities),1:2500 scale (smaller towns, villages and developed rural areas), and 1:10 000 scale (mountain, moorland and river estuary areas). Historical Map - Slice A

Map Name(s) and Date(s)

Artificial Ground and Landslip

Not SuppliedHolocene Not SuppliedHolocene Not SuppliedHolocene

Superficial Geology

Not SuppliedHolocene Not SuppliedHolocene Not SuppliedHolocene Not SuppliedDevensian Not SuppliedQuaternary

Bedrock and Faults

Sandstone

Mudstone, Siltstone and Sandstone Mudstone, Siltstone and Sandstone Mudstone, Siltstone and Sandstone Sandstone

Sandstone

Not SuppliedWestphalian Not SuppliedWestphalian Not SuppliedWestphalian Not SuppliedWestphalian Not SuppliedWestphalian Not SuppliedWestphalian

Age

Geology 1:50,000 Maps

This report contains geological map extracts taken from the BGS Digital 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 the area around the site. This mapping may be more up to date than previously published paper maps.

The various geological layers - artificial and landslip deposits, superficial geology and solid (bedrock) geology are displayed in separate maps, but superimposed on the final 'Combined Surface Geology' map. All map legends feature on this page. Not all layers have complete nationwide coverage, so availability of data for relevant map sheets is indicated below.

Geology 1:50,000 Maps Coverage

Map ID: Map Sheet No: Map Name: Map Date: Bedrock Geology: Superficial Geology: Artificial Geology: Faults: Landslip: Rock Segments:

1 247 Swansea 2011 Available Available Available Not Supplied Available Not Supplied

Geology 1:50,000 Maps - Slice A

Order Number: Customer Reference: National Grid Reference: Slice: Site Area (Ha): Search Buffer (m):

16-Jun-2021

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 1000 Tel: Fax: Web: Page 1 of 5 v15.0

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

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:

Site Details:

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

v15.0 16-Jun-2021

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 1000 Tel: Fax: Web: Page 3 of 5

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

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

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: enquiries@bgs.ac.uk website: www.bgs.ac.uk

Combined Geology Map - Slice A

Order Details:

Site Details: Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

v15.0 16-Jun-2021

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 1000 Tel: Fax: Web: Page 5 of 5

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

Report: ® Envirocheck

Datasheet

Order Details: Order Number: Customer Reference: National Grid Reference: Slice: Site Area (Ha): Search Buffer (m): Site Details: Client Details:

280537355_1_1 16784 - Gower College, Gorseinon 258260, 198150 A 0.28 1000 Gower College Swansea, Gorseinon Campus Belgrave Road Gorseinon Swansea SA4 6RD Mr A Beattie Terra Firma (Wales) Ltd 5 Deryn Court Wharfdale Road Pentwyn Cardiff CF23 7HB

Order Number: 280537355_1_1 Date: 16-Jun-2021 rpr_ec_datasheet v53.0 A Landmark Information Group Service

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.

© Landmark Information Group Limited 2021. 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 2021. © Natural Resources Wales & United Kingdom Research and Innovation 2021.

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.

Contains SNH information licensed under the Open Government Licence v3.0.

The Mining Instability data was obtained on licence from Ove Arup & Partners Limited (for further information, contact mining.review@arup.com). 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.

The cavity data presented has been extracted from the PBA (now Stantec UK Ltd) enhanced version of the original DEFRA national cavity databases. Stantec UK Ltd 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 Stantec UK Ltd. In no event shall Stantec UK Ltd 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.

Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.

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 2021. Land & Property Services © Crown copyright and database right.

Data Type Page Number On Site 0 to 250m 251 to 500m

Agency & Hydrological

BGS Groundwater Flooding Susceptibility

Contaminated Land Register Entries and Notices

Discharge Consents

Prosecutions Relating to Controlled Waters Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control

Local Authority Pollution Prevention and Controls

Local Authority Pollution Prevention and Control Enforcements

Nearest Surface Water Feature

Pollution Incidents to Controlled Waters

Prosecutions Relating to Authorised Processes

Registered Radioactive Substances

River Quality

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points

Substantiated Pollution Incident Register

Water Abstractions

Water Industry Act Referrals

Groundwater Vulnerability Map

Bedrock Aquifer Designations

Superficial Aquifer Designations

Source Protection Zones

Extreme Flooding from Rivers or Sea without Defences

Flooding from Rivers or Sea without Defences

Areas Benefiting from Flood Defences

Flood Water Storage Areas

Flood Defences

OS Water Network Lines

501 to 1000m

(*up to 2000m)

pg 1 pg 2 pg 9 pg 10 pg 10 pg 13 pg 14 pg 14 pg 15 pg 16 pg 16 pg 16

Yes Yes Yes

Yes n/a 1 n/a n/a n/a

Yes n/a n/a n/a n/a n/a n/a n/a n/a n/a

n/a 29 n/a 4 Yes 20 1 1 1 n/a n/a n/a n/a n/a n/a n/a n/a 49

(*5)

Waste

BGS Recorded Landfill Sites

Historical Landfill Sites

Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries)

Licensed Waste Management Facilities (Locations)

Local Authority Landfill Coverage

Local Authority Recorded Landfill Sites

Potentially Infilled Land (Non-Water)

Potentially Infilled Land (Water)

Registered Landfill Sites

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

1 n/a 5

n/a 4 4

(*up to 2000m) pg 23 pg 23 pg 23 pg 24 pg 26

2 n/a 5 33 1

501 to 1000m

(*up to 2000m)

BGS 1:625,000 Solid Geology

BGS Estimated Soil Chemistry

BGS Recorded Mineral Sites

BGS Urban Soil Chemistry

BGS Urban Soil Chemistry Averages

CBSCB Compensation District Coal Mining Affected Areas Mining Instability

Man-Made Mining Cavities

Natural Cavities

Non Coal Mining Areas of Great Britain

Potential for Collapsible Ground Stability Hazards

Potential for Compressible Ground Stability Hazards

Potential for Ground Dissolution Stability Hazards

Potential for Landslide Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Radon Potential - Radon Affected Areas

Radon Potential - Radon Protection Measures

Geological Industrial Land Use

Contemporary Trade Directory Entries

Fuel Station Entries

Points of Interest - Commercial Services

Points of Interest - Education and Health

Points of Interest - Manufacturing and Production

Points of Interest - Public Infrastructure

Points of Interest - Recreational and Environmental

Gas Pipelines

Underground Electrical Cables

pg 27 pg 27 pg 28 pg 30 pg 30 pg 30 pg 30 pg 31 pg 31 pg 32 pg 38 pg 38 pg 39 pg 40 pg 41 pg 43

Yes Yes Yes Yes Yes Yes

n/a Yes 6 n/a n/a n/a Yes Yes Yes n/a n/a 1 1 1

n/a Yes 4 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10 1 2 1

n/a Yes 4 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 64 1 12 5 14 16 5

(*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

Special Areas of Conservation

Special Protection Areas

World Heritage Sites

Agency & Hydrological

Flooding Type:

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Flooding Type: Flooding Type: Flooding Type: Flooding Type:

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding to Occur at Surface

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type: Flooding Type:

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Potential for Groundwater Flooding of Property Situated Below Ground Level

BGS Groundwater Flooding Susceptibility

Flooding Type: Flooding Type: Flooding Type:

Potential for Groundwater Flooding of Property Situated Below Ground Level

A13NE (E) A13NE (N) A13NE (NE) A13NE (NE) A13NE (NE) A13NE (NE) A13NE (NE) A13SE (S) A13NE (E) A13NE (NE) A13NE (E) A13NE (NE) A14SW (E) A13NW (NW) A18SE (N) A18SW (NW) A14SW (E) A14SW (E) A14NW (E) A14SW (E) A18SW (NW) A18SE (NE)

0 2 158 169 177 195 198 210 225 229 274 288 325 326 352 366 375 419 422 434 436 445

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

258259 198154 258259 198200 258400 198300 258350 198350 258450 198250 258400 198350 258450 198300 258259 197900 258500 198250 258450 198350 258550 198250 258550 198300 258600 198100 258050 198450 258259 198550 258050 198500 258650 198100 258700 198150 258700 198250 258700 198050 258000 198550 258550 198550

Estimated Distance From Site Contact

BGS Groundwater Flooding Susceptibility

BGS Groundwater Flooding Susceptibility

Flooding Type:

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Flooding Type: Flooding Type:

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Limited Potential for Groundwater Flooding to Occur

BGS Groundwater Flooding Susceptibility

Flooding Type:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status:

Positional Accuracy:

Limited Potential for Groundwater Flooding to Occur

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo. Near Loughor Crossroads Natural Resources Wales Not Supplied Bw2301101 2 8th September 2010 8th September 2010 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

Loughor Estuary Surrendered Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo. Near Loughor Crossroads Natural Resources Wales Not Supplied Bw2301101 2 8th September 2010 8th September 2010 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

Loughor Estuary Surrendered Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo. Near Loughor Crossroads Natural Resources Wales River Loughor BW2301201 1 20th October 1989 20th October 1989 31st March 2004 Unspecified Not Supplied

Parish Boundary Stream Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Located by supplier to within 100m

A18SE (N) A18SW (N) A18SE (N) A8NE (SE) A17SE (NW) A17SE (NW) A17SE (NW)

452 453 469 500 559 559 559

1 1 1 1 2 2 2

258259 198650 258250 198650 258400 198650 258550 197700 257890 198620 257890 198620 257890 198620

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location:

Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo. Near Loughor Crossroads Natural Resources Wales River Loughor BW2301101 1 20th October 1989 20th October 1989 7th September 2010 Public Sewage: Storm Sewage Overflow Freshwater Stream/River

Parish Boundary Stream New Consent, by Application (Water Resources Act 1991, Section 88) Located by supplier to within 10m

Roblin M

Domestic Property (Single) Beili Glas Farm Glebe Road Loughor. Natural Resources Wales River Loughor Bp0138101 1 6th March 1989 6th March 1989 4th July 1994 Unspecified Not Supplied To Land Consent expired Located by supplier to within 10m

British Steel Strip Plc (Strip Products) Iron & Steel Industries Ppoint F Bryngwyn Works Gorseinon S, Bryngwyn Works Gorseinon Swansea Natural Resources Wales River Loughor Be0033901 1 12th July 1985 12th July 1985 11th April 1994 Trade Effluent Not Supplied

Unnamed Trib Of River Lliw Consent expired Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Cso Apx 70yds U/S R'Way B'Ge U, Waun Rd, Adj Vernel-Uchaf, Gowerton, Swansea, Sa4 6ud

Natural Resources Wales BURRY INLET INNER Bw2300201 2 11th October 2019 11th October 2019 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River River Lliw Effective Located by supplier to within 10m

A17SE (NW) A12SW (W) A14NE (E) A8SW (S)

559 757 870 881

2 2 2 2

257890 198620 257480 198040 259150 198250 258070 197250

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status:

Positional Accuracy:

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo.Apx 70yds U/S R'Way B'Ge U Natural Resources Wales BURRY INLET INNER BW2300201

1 24th January 1967 24th January 1967 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

River Lliw Effective Located by supplier to within 100m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo.Apx 70yds U/S R'Way B'Ge U Natural Resources Wales BURRY INLET INNER Bw2300201

1 24th January 1967 24th January 1967 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

River Lliw Effective Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo.A'Rox 100 Yds D/S Of C'Flu Natural Resources Wales River Loughor Bw2300401

1 20th October 1989 20th October 1989 14th March 1994 Unspecified Not Supplied

Rivers Lliw And Llan Consent expired Located by supplier to within 10m

Dwr Cymru Cyfyngedig

Sewerage Network - Sewers - Water Company Swo. Kingsbridge Gorseinon. (S120) Natural Resources Wales River Loughor BW2300601

1 20th October 1989 20th October 1989 31st March 2003 Unspecified Not Supplied

River Lliw Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Located by supplier to within 100m

A8SW (S) A8SW (S) A8SW (S) A9NE (SE)

881 881 893 882

2 2 2 2

258070 197250

258070 197250

258110 197230 259070 197750

6 6 6 6

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location:

Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location:

Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status:

Positional Accuracy:

Williams L C Livestock Production, Food Production Pontybrenin Farm Kingsbridge Gorsei, Kingsbridge Gorseinon Natural Resources Wales Not Supplied Bc0020501

1 15th July 1964 15th July 1964 10th February 1992 Unspecified Not Supplied

R/Bank Of River Lliw

Consent expired Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Kingsbridge Cso Gorseinon Swansea, Combined Sewer Overflow, Kingsbridge, Gorseinon Natural Resources Wales LLIW - HEADWATERS TO CONFLUENCE WITH LLAN Bp0305301 1 31st March 2003 21st March 2003 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

A Trib Of The Afon Lliw Effective

Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Kingsbridge Cso Gorseinon Swansea, Combined Sewer Overflow, Kingsbridge, Gorseinon Natural Resources Wales LLIW - HEADWATERS TO CONFLUENCE WITH LLAN Bp0305301 1 31st March 2003 21st March 2003 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

A Trib Of The Afon Lliw

Effective Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo. Below Kingsbridge (S117Natural Resources Wales River Loughor BW2300901

1 24th November 1966 24th November 1966 31st March 2003

Public Sewage: Storm Sewage Overflow Not Supplied River Lliw

Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Located by supplier to within 100m

Agency & Hydrological

A9NE (SE) A9NE (SE) A9NE (SE) A9NE (SE)

887 888 888 891

2 2 2 2

259050 197700 259056 197707 259056 197707 259060 197710

Discharge Consents

Operator: Property Type: Location:

Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Kingsbridge Cso Gorseinon Swansea, Nr 5 Loughor Road, Gorseinon, Sa4 6ay Natural Resources Wales LLIW - HEADWATERS TO CONFLUENCE WITH LLAN Bp0305301 2 21st October 2019 21st October 2019 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River Afon Lliw Effective Located by supplier to within 10m

Swansea Sound Ltd Recreational & Cultural Swansea Sound, ., Victoria Road, Gowerton, Swansea, Sa4 3be Natural Resources Wales Not Given BF0101201 1 5th February 1974 5th February 1974 Not Supplied Unspecified Into Land

Soakaway Near Left Bank Of Afo New Consent, by Application (Water Resources Act 1991, Section 88) Located by supplier to within 100m

Dwr Cymru Cyfyngedig Sewerage Network - Pumping Staions

Copper Meadow Ps Gowerton Swansea Natural Resources Wales BURRY INLET INNER BP0132201 3 11th April 1995 11th April 1995 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Saline Estuary

Loughor Estuary Effective Located by supplier to within 100m

Dwr Cymru Cyfyngedig Sewerage Network - Pumping Staions

Copper Meadow Ps Gowerton Swansea Natural Resources Wales BURRY INLET INNER Bp0132201 3 11th April 1995 11th April 1995 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Saline Estuary

Loughor Estuary Effective Located by supplier to within 100m

A9NE (SE) A9NE (SE) A8SW (S) A8SW (S)

892 931 946 946

2 2 2 2

259069 197724 259100 197700 258000 197200 258000 197200

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location:

Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Dwr Cymru Cyfyngedig Sewerage Network - Pumping Station - Water Company

Copper Meadow Ps Gowerton Swansea Natural Resources Wales River Loughor Bp0132201 2 31st August 1989 31st August 1989 10th April 1995 Unspecified Not Supplied

Loughor Estuary Authorisation revoked Located by supplier to within 100m

Lliw Valley Borough Council Sewerage Network - Pumping Station - Water Company Copper Meadow Ps Gowerton Swansea Natural Resources Wales River Loughor Bp0037001 1 16th March 1987 16th March 1987 13th October 1992 Unspecified Not Supplied River Lliw Consent expired Located by supplier to within 100m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Swo. Near Fernel Uchaf (Pt.25 Natural Resources Wales River Loughor Bw4106201 1 20th October 1989 20th October 1989 14th March 1994 Unspecified Not Supplied

River Lliw Consent expired Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Borough Road Cso Gorseinon Swansea, Nr 10 Borough Rd, Loughor, Swansea, Wales, Sa4 6rp Natural Resources Wales Not Supplied Bp0317001 2 11th October 2019 11th October 2019 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

Unnamed Tributary Of The Loughor Estuary Via Surface Water Sewer Effective Located by supplier to within 10m

A8SW (S) A8SW (S) A8SW (S) A17NE (NW)

946 946 946 972

2 2 2 2

258000 197200 258000 197200 258150 197170 257710 199001

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy:

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Heol Pentre Bach Cso Gorseinon, Nr 7 Heol Pentre Bach, Swansea, Sa4 4za Natural Resources Wales LLIW - HEADWATERS TO CONFLUENCE WITH LLAN Bp0316901 2 21st August 2019 21st August 2019 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Saline Estuary

Unnamed Tributary Of The Loughor Estuary Via Surface Water Sewer Effective Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company

Borough Road Cso Gorseinon Swansea, Gorseinon, Wales Natural Resources Wales Not Supplied Bp0317001 1 31st March 2004 27th February 2004 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

Unnamed Trib Of River Loughour Effective Located by supplier to within 10m

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Heol Pentre Bach Cso Gorseinon, Swansea, Wales Natural Resources Wales Not Supplied Bp0316901 1 27th February 2004 27th February 2004 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Saline Estuary

Trib Of Loughour Estuary Effective Located by supplier to within 10m

Dwr Cymru Cyfyngedig

Sewerage Network - Sewers - Water Company Borough Road Cso Gorseinon Swansea, Gorseinon, Wales Natural Resources Wales Not Supplied Bp0317001 1 31st March 2004 27th February 2004 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Freshwater Stream/River

Unnamed Trib Of River Loughour Effective Located by supplier to within 10m

A17NE (NW) A17NE (NW) A17NE (NW) A17NE (NW)

972 972 972 972

2 2 2 2

257710 199001 257710 199001 257710 199002 257710 199001

Discharge Consents

Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status: Positional Accuracy: Operator: Property Type: Location: Authority: Catchment Area: Reference: Permit Version: Effective Date: Issued Date: Revocation Date: Discharge Type: Discharge Environment: Receiving Water: Status:

Dwr Cymru Cyfyngedig Sewerage Network - Sewers - Water Company Heol Pentre Bach Cso Gorseinon, Swansea, Wales Natural Resources Wales Not Supplied Bp0316901 1 27th February 2004 27th February 2004 Not Supplied Sewage Discharges - Stw Storm Overflow/Storm Tank - Water Company Saline Estuary

Trib Of Loughour Estuary Effective Located by supplier to within 10m

Discharge Consents

Corus Uk Ltd Iron & Steel Industries Proc Line 2 Bryngwyn Wks Gorseinon, Process Line 2 Bryngwyn Works, Swansea Natural Resources Wales Not Supplied Bp028560101 1 5th July 2000 5th July 2000 22nd October 2001

Trade Discharge - Process Water Not Supplied

Groundwater

Positional Accuracy:

Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Located by supplier to within 10m

Local Authority Pollution Prevention and Controls

Name: Location: Authority: Permit Reference: Dated: Process Type: Description: Status: Positional Accuracy:

Cross Keys (Loughor) Ltd Glebe Road, Loughor, SWANSEA, West Glamorgan, SA4 6SR City and County of Swansea, Environmental Health Department NOT GIVEN

Not Supplied

Local Authority Air Pollution Control

PG1/14 Petrol filling station

Authorised Automatically positioned to the address

Local Authority Pollution Prevention and Controls

Name: Location: Authority: Permit Reference: Dated: Process Type: Description: Status: Positional Accuracy:

Mayfair Dry Cleaners

5a Pontarddulais Road, Gorseinon, Swansea, Sa4 4fe

City and County of Swansea, Environmental Health Department Mayfair 10/06

11th October 2006

Local Authority Pollution Prevention and Control PG6/46 Dry cleaning

Permitted Manually positioned to the address or location

Local Authority Pollution Prevention and Controls

Name: Location: Authority: Permit Reference: Dated: Process Type: Description: Status: Positional Accuracy:

Bryngwyn Steelworks

Bryngwyn Works, Trinity Street, Gorseinon, SWANSEA, West Glamorgan, SA4 4JA

City and County of Swansea, Environmental Health Department Epa7/92

28th September 1992

Local Authority Air Pollution Control PG6/13 Coil coating processes

Authorised Automatically positioned to the address

Local Authority Pollution Prevention and Controls

Name: Location: Authority: Permit Reference: Dated: Process Type: Description: Status: Positional Accuracy:

Karry Kleen

116 High Street, Gorseinon, Swansea, Sa4 4br

City and County of Swansea, Environmental Health Department Not Supplied Not Supplied

Local Authority Air Pollution Control

PG6/46 Dry cleaning Application Not Yet Authorised Manually positioned to the address or location

A17NE (NW) A14SE (E) A12SE (W) A19SW (NE) A14SE (E) A19SE (NE)

972 998 586 830 970 996

2 2 3 3 3 3

257710 199002 259240 197880 257647 198083 258904 198745 259250 198128 259151 198680

Water

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Not Given Ddol Farm, Dunvant 3 Bridges Environment Agency, Welsh Region Sewage Debris/Litter Not Supplied 21st February 1995 23089 Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Water Company Sewage: Sewerage Gwynfe Road Crossing Environment Agency, Welsh Region Industrial Solid Waste Emergency Overflow 28th September 1991 1575 Not Given Not Given Overflow Category 3 - Minor Incident Located by supplier to within 100m Not Given At Units Off West Street, Gorselinon, SWANSEA Environment Agency, Welsh Region Chlorinated Water Vandalism 22nd April 1997 31949

Not Given Not Given Leakage Category 3 - Minor Incident Located by supplier to within 100m

Other Transport Location Description Not Available Environment Agency, Welsh Region Coal Solids Poor Operational Practise 29th August 1991 1416 Not Given Not Given Bypass Of Treatment Facilities Category 3 - Minor Incident Located by supplier to within 100m

Water Company Sewage: Other End Of Waun Road Environment Agency, Welsh Region Crude Sewage Mechanical Failure 27th January 1992 3755

Not Given Not Given Overflow Category 2 - Significant Incident Located by supplier to within 100m

A8NW (S) A13NE (NE) A17SE (NW) A14NE (E) A14NE (E) A8SW (S)

511 236 575 819 819 826

4 4 4 4 4

258238 197599 258400 198400 257800 198550 259100 198195 259100 198200 258100 197300

Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Not Given

Tributary Running, Behind Days Garage Environment Agency, Welsh Region Light Oil Not Supplied 29th April 1995 23845 Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Not Given

KINGSBRIDGE Environment Agency, Welsh Region Mud/Clay/Soil Not Supplied 4th March 1992 3918

Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Waste Handling Facilities Jet Garage, Glebe Road Environment Agency, Welsh Region Sewage - Treated Effluent Inadequate Design/Capacity 15th April 1991 679

Not Given Not Given Overflow Category 3 - Minor Incident Located by supplier to within 100m

Not Given BRYNGWYN Environment Agency, Welsh Region Chemicals - Other Inorganic Poor Management 29th May 1997 32418 Not Given Not Given Overflow Category 2 - Significant Incident Located by supplier to within 100m

Council Premises Location Description Not Available Environment Agency, Welsh Region Unknown Weather 20th April 1992 4518

Not Given Not Given Overflow Category 3 - Minor Incident Located by supplier to within 100m

Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Not Given

Down Stream Of Queensgate, Village Gwynfe Road, LOUGHOR Environment Agency, Welsh Region Sewage - Treated Effluent Not Supplied 24th February 1992 3692

Not Given Not Given Unknown Category 2 - Significant Incident Located by supplier to within 100m

A14NE (E) A9NE (SE) A12NW (W) A14SE (E) A17NE (NW) A17NE (NW)

844 889 936 954 965 969

4 4 4 4 4 4

259100 198400 259100 197800 257300 198200 259200 197900 257705 198990 257705 198995

Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Not Given Location Description Not Available Environment Agency, Welsh Region Unknown Not Supplied 3rd October 1991 1617 Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Council Premises 50 Yards Up Stream Of, Gwynfe Road Environment Agency, Welsh Region Agricultural: Silage Liquor Mechanical Failure 28th June 1992 4813

Not Given Not Given Overflow Category 2 - Significant Incident Located by supplier to within 100m

A17NE (NW)

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Not Given Pentrebach Farm, LOUGHOR Environment Agency, Welsh Region Unknown Not Supplied 3rd October 1991 1617

Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Not Given Location Description Not Available Environment Agency, Welsh Region Stagnant Water Not Supplied 7th October 1991 1578

Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Miscellaneous Premises: Surface Runoff Bach Farm, Queensgate, PENTRE Environment Agency, Welsh Region Oils - Petrol Weather 8th April 1992 4050

Not Given Not Given Runoff Category 3 - Minor Incident Located by supplier to within 100m

Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Land Adjacent 9 Gwynfe Road, LOUGHOR Environment Agency, Welsh Region Light Oil Not Supplied 27th July 1991 1098

Not Given Not Given Unknown Category 2 - Significant Incident Located by supplier to within 100m

A17NE (NW) A17NE (NW) A17NE (NW) A17NE (NW) A17NE (NW)

971 972 974 975 976 978

4 4 4 4 4 4

257695 198990 257700 198995 257705 199000 257695 198995 257700 199000 257705 199005

Pollution Incidents to Controlled Waters

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Land Location Description Not Available Environment Agency, Welsh Region Unknown Not Supplied 27th July 1991 1321 Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Property Type: Location: Authority: Pollutant: Note: Incident Date: Incident Reference: Catchment Area: Receiving Water: Cause of Incident: Incident Severity: Positional Accuracy:

Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters Pollution Incidents to Controlled Waters River Quality

Name: GQA Grade: Reach: Estimated Distance (km): Flow Rate: Flow Type: Year:

Land Queensgate Environment Agency, Welsh Region Sullage Not Supplied 31st July 1991 1099 Not Given Not Given Unknown Category 2 - Significant Incident Located by supplier to within 100m Not Given The River Environment Agency, Welsh Region Oils - Diesel (Including Agricultural) Not Supplied 15th January 1996 27126 Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m Not Given Pontycob Bridge Environment Agency, Welsh Region Crude Sewage Not Supplied 25th March 1996 27868 Not Given Not Given Unknown Category 3 - Minor Incident Located by supplier to within 100m

Not Supplied Unclassified Tidal River Not Supplied Not Supplied

Not Supplied Not Supplied 1995

A17NE (NW) A17NE (NW) A17NE (NW) A7SE (S) A7SE (SW)

979 980 983 976 972

4 4 4 4 4

257695 199000 257700 199005 257695 199005 257900 197200 257821 197237

Name:

Reach:

Estimated Distance: Objective: Positional Accuracy: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance: Year: GQA Grade: Compliance:

Lliw Confluence Llan To Mill Leat 4.70 Not Supplied

Located by supplier to within 10m 1990

River Quality Chemistry GQA Grade B - Good Not Supplied 1993

River Quality Chemistry GQA Grade B - Good Not Supplied 1994

River Quality Chemistry GQA Grade B - Good Not Supplied 1995

River Quality Chemistry GQA Grade A - Very Good Not Supplied 1996

River Quality Chemistry GQA Grade B - Good Not Supplied 1997

River Quality Chemistry GQA Grade B - Good Not Supplied 1998

River Quality Chemistry GQA Grade B - Good Not Supplied 1999

River Quality Chemistry GQA Grade B - Good Not Supplied 2000

River Quality Chemistry GQA Grade B - Good Not Supplied 2001

River Quality Chemistry GQA Grade B - Good Not Supplied 2002

River Quality Chemistry GQA Grade B - Good Not Supplied 2003

River Quality Chemistry GQA Grade C - Fairly Good Not Supplied 2004

River Quality Chemistry GQA Grade B - Good Not Supplied 2005

River Quality Chemistry GQA Grade B - Good Not Supplied 2006

River Quality Chemistry GQA Grade A - Very Good Not Supplied 2007

River Quality Chemistry GQA Grade A - Very Good Not Supplied 2008

River Quality Chemistry GQA Grade A - Very Good Not Supplied 2009

River Quality Chemistry GQA Grade A - Very Good Not Supplied

Substantiated Pollution Incident Register

Authority: Incident Date: Incident Reference: Water Impact: Air Impact: Land Impact: Positional Accuracy: Pollutant: Pollutant: Pollutant:

Natural Resources Wales 28th August 2007 526708

Category 4 - No Impact

Category 3 - Minor Incident

Category 2 - Significant Incident

Located by supplier to within 10m

Inert : Construction / Demolition Material

Inert Materials And Wastes: Soils And Clay

Agency & Hydrological

A9NE (SE) A7NW (SW)

900 935

4 2

259098

197767 257447 197611

Estimated Distance From Site

Contact

Operator: Licence Number: Permit Version: Location: Authority: Abstraction: Abstraction Type: Source: Daily Rate (m3): Yearly Rate (m3): Details: Authorised Start: Authorised End: Permit Start Date: Permit End Date: Positional Accuracy:

Water Abstractions

Operator: Licence Number: Permit Version: Location: Authority: Abstraction: Abstraction Type: Source: Daily Rate (m3): Yearly Rate (m3): Details: Authorised Start: Authorised End: Permit Start Date: Permit End Date: Positional Accuracy:

Water Abstractions

Operator: Licence Number: Permit Version: Location: Authority: Abstraction: Abstraction Type: Source: Daily Rate (m3): Yearly Rate (m3): Details: Authorised Start: Authorised End: Permit Start Date: Permit End Date: Positional Accuracy:

Water Abstractions

Operator: Licence Number: Permit Version: Location: Authority: Abstraction: Abstraction Type: Source: Daily Rate (m3): Yearly Rate (m3): Details: Authorised Start: Authorised End: Permit Start Date: Permit End Date: Positional Accuracy:

British Steel Plc 22/59/4/0053 100

River Lliw At Point C Environment Agency, Welsh Region Metal: General Use Relating To Secondary Category (Medium Loss) Water may be abstracted from a single point Surface Not Supplied Not Supplied Mill Leat Of River Lliw 01 January 31 December 4th January 2001 Not Supplied Located by supplier to within 10m

British Steel Plc 22/59/4/0053 Not Supplied Location Description Not Available Environment Agency, Welsh Region Metal: General Use Relating To Secondary Category (Medium Loss) Not Supplied Surface 249 90920

River Lliw At Point C Not Supplied Not Supplied Not Supplied Not Supplied Located by supplier to within 100m

Bromham Leisure Ltd 22/59/4/0085 101

Afon Llan At Llwchwr Natural Resources Wales Amenity: Make-Up Or Top Up Water Water may be abstracted from a single point Surface Not Supplied Not Supplied Not Supplied 01 April 30 September 4th September 2008 Not Supplied Located by supplier to within 10m

Bromham Leisure Ltd 22/59/4/0085 100

Afon Llan At Llwchwr Environment Agency, Welsh Region Amenity: Make-Up Or Top Up Water Water may be abstracted from a single point Surface Not Supplied Not Supplied Afon Llan 01 April 30 September 23rd October 1997 Not Supplied Located by supplier to within 100m

Quadrant Reference (Compass Direction)

A15NW (E) A15NW (E) A4NW (SE) A4NW (SE)

1119 1119 1282 1282

4 4 2 4

259400 198200 259400 198200 258810 196950 258810 196950

Estimated Distance From Site

Water Abstractions

Operator: Licence Number: Permit Version: Location: Authority: Abstraction: Abstraction Type: Source: Daily Rate (m3): Yearly Rate (m3): Details: Authorised Start: Authorised End: Permit Start Date: Permit End Date: Positional Accuracy:

Combined Classification: Combined Vulnerability: Combined Aquifer: Pollutant Speed: Bedrock Flow: Dilution: Baseflow Index: Superficial Patchiness: Superficial Thickness: Superficial Recharge:

Aquifer Designation:

Bromham Leisure Ltd 22/59/4/0085

Not Supplied

Land At Gowerton Golf Range Natural Resources Wales Amenity: Make-Up Or Top Up Water Water may be abstracted from a single point Surface Not Supplied Not Supplied Not Supplied Not Supplied Not Supplied Not Supplied Not Supplied Located by supplier to within 10m

Secondary Bedrock Aquifer - Low Vulnerability Low

Productive Bedrock Aquifer, No Superficial Aquifer Low Well Connected Fractures >550 mm/year <40% >90% <3m Medium

Secondary Aquifer - A

No Data Available None None None None None

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Inland river 94.3 On ground surface True Not Supplied Loughor 1 Inland river 39.2 On ground surface True Not Supplied Loughor 1

Inland river 93.6 On ground surface True Not Supplied Loughor 1

A4NW (SE) A13NE (E) A13NE (E) A8NW (S) A17SE (NW) A18SE (N)

1282 0 0 511 514 578

2 2 2 5 5

258810 196950 258259 198154 258259 198154 258238 197599 257836 198496 258461 198745

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Inland river 52.0 On ground surface True Not Supplied Loughor 1

Inland river 1.9 Underground True Not Supplied Loughor 1

Inland river 323.8 On ground surface True Not Supplied Loughor 1

Inland river 2.6 Underground True Not Supplied Loughor 1

Inland river 236.4 On ground surface True Not Supplied Loughor 1

Inland river 364.6 On ground surface True Not Supplied Loughor 1 Lake 10.9 On ground surface True Not Supplied Loughor 1

Inland river 5.7 On ground surface True Not Supplied Loughor 1

Inland river 34.6 On ground surface True Not Supplied Loughor 1

A9NW (SE) A8NW (S) A8NW (S) A9NW (SE) A9NW (SE) A14NE (E) A9NW (SE) A9NW (SE) A9NW (SE)

582 604 606 634 637 694 712 717 722

5 5 5 5 5 5 5 5 5

258614 197645 258250 197505 258250 197504 258648 197606 258650 197604 258947 198391 258792 197633 258802 197636 258807 197635

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Inland river 19.7 Underground True Not Supplied Loughor 1

Inland river 2.0 On ground surface True Not Supplied Loughor 1

Inland river 44.2 On ground surface True Not Supplied Loughor 1

Inland river 4.5 Underground True Not Supplied Loughor 1

Inland river 33.8 On ground surface True Not Supplied Loughor 1

Inland river 32.5 On ground surface True Not Supplied Loughor 1

Inland river 63.9 On ground surface True Not Supplied Loughor 1

Inland river 91.1 Not Supplied True Not Supplied Loughor 1

Inland river 43.9 Underground True Not Supplied Loughor 1

A14SE (E) A14SE (E) A8SW (S) A14SE (E) A14SE (E) A14SE (E) A14SE (E) A8SW (S) A8SW (S)

750 765 765 766 768 782 802 807 841

5 5 5 5 5 5 5 5 5

259029 198118 259043 198104 258021 197382 259045 198102 259047 198098 259057 198066 259073 198039 258022 197338 258084 197288

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Inland river 79.2 On ground surface True Not Supplied Loughor 1

Inland river 31.8 On ground surface True Not Supplied Loughor 1

Inland river 4.8 Underground True Not Supplied Loughor 1

Inland river 42.7 On ground surface True Not Supplied Loughor 1

Inland river 3.6 Underground True Not Supplied Loughor 1

Inland river 70.7 On ground surface True Not Supplied Loughor 1

Tidal river 148.2 On ground surface True Afon Lliw Loughor 1

Tidal river 4.8 On ground surface True Not Supplied Not Supplied 1

Tidal river 36.1 On ground surface True Afon Lliw Loughor 1

A8SW (S) A14SE (E) A9SW (SE) A9SW (SE) A9SW (SE) A9SW (SE) A8SW (S) A8SW (S) A8SW (S)

848 861 861 865 873 874 876 878 882

5 5 5 5 5 5 5 5 5

258232 197262 259127 198008 258717 197378 258718 197374 258687 197346 258684 197344 258083 197252 258059 197255 258061 197251

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Inland river 125.7 On ground surface True Not Supplied Loughor 1

Inland river 171.6 On ground surface True Not Supplied Loughor 1

Inland river 3.8 Underground True Not Supplied Loughor 1

Inland river 130.3 Not Supplied True Not Supplied Loughor 1

Inland river 1006.6 On ground surface True Afon Lliw Loughor 1

Inland river 97.4 On ground surface True Afon Lliw Loughor 1

Inland river 50.7 On ground surface True Not Supplied Loughor 1

Tidal river 5.8 On ground surface True Not Supplied Loughor 1

Tidal river 9.0 On ground surface True Afon Lliw Loughor 1

A17SE (NW) A9SW (SE) A9SW (SE) A14SE (E) A9NE (SE) A8SE (S) A14SE (E) A8SW (S) A8SE (S)

885 886 886 887 892 905 905 906 909

5 5 5 5 5 5 5 5 5

257588 198778 258624 197300 258627 197302 259149 197984 259069 197726 258405 197216 259136 197855 258198 197206 258386 197209

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

Inland river 57.1 On ground surface True Not Supplied Loughor 1 Tidal river 193.0 On ground surface True Afon Lliw Loughor 1

Tidal river 220.3 On ground surface True Afon Lliw Loughor 1

Tidal river 7.7 On ground surface True Afon Llan Loughor 1

Inland river 303.2 On ground surface True Afon Llan Loughor 1

Inland river 528.5 On ground surface True Afon Lliw Loughor 1

Inland river 1.4 On ground surface True Not Supplied Loughor 1

Inland river 67.9 On ground surface True Not Supplied Loughor 1

Inland river 27.0 On ground surface True Not Supplied Loughor 1

A19NW (NE) A8SW (S) A8SW (S) A8SE (S) A8SE (S) A9NE (E) A17NE (NW) A17NE (NW) A17NE (NW)

910 912 912 914 917 938 972 973 973

5 5 5 5 5 5 5 5 5

258929 198835 258197 197200 258034 197227 258380 197203 258387 197202 259155 197808 257708 199001 257707 199001 257707 199001

Agency & Hydrological

75 OS Water Network Lines

Inland river 70.8 On ground surface True Not Supplied Loughor 1

A3NW (S) 983 5 Watercourse Form: Watercourse Length: Watercourse Level: Permanent: Watercourse Name: Catchment Name: Primacy:

258194 197128

Licence Holder: Location: Name: Operator Location: Boundary Accuracy: Provider Reference: First Input Date: Last Input Date: Specified Waste Type: EA Waste Ref: Regis Ref: WRC Ref: BGS Ref: Other Ref:

Licence Holder: Location: Name: Operator Location: Boundary Accuracy: Provider Reference: First Input Date: Last Input Date: Specified Waste Type: EA Waste Ref: Regis Ref: WRC Ref: BGS Ref: Other Ref:

Not Supplied Gorslionon Gorseionon Cricket and Rugby Club Not Supplied As Supplied EAHLD14045 31st December 1988 31st December 1990 Deposited Waste included Inert Waste 0 Not Supplied 6855/0015 Not Supplied Not Supplied

The Secretary, Welfare Ground Trinity Street Gorseinon Eastern Part Of Welfare Ground Not Supplied As Supplied EAHLD13876 19th December 1988 18th December 1990

Deposited Waste included Inert, Industrial and Household Waste 0 Not Supplied 6855/0044 Not Supplied Not Supplied

Local Authority Landfill Coverage

Name:

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

City and County of Swansea - Has no landfill data to supply W

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 S

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 SE

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 SE

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 SW

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 SW

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 SW

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 N

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 NW

Unknown Filled Ground (Pit, quarry etc) 1993

A14NE (E) A14NE (E) A13SW (W) A13SW (S) A13SE (SE) A13SE (SE) A13SW (SW) A13SW (SW) A13SW (SW) A18SE (N) A13NW (NW)

800 870 0 55 98 106 199 207 256 333 364 384

2 2 3

259075 198295 259125 198409 258259 198154 258177 198150 258220 198019 258369 198081 258441 198019 258063 197998 258016 197980 257962 197924 258403 198538 257973 198458

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

W

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 SE

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 W

Potentially Infilled Land (Non-Water)

Bearing Ref: Use: Date of Mapping:

Unknown Filled Ground (Pit, quarry etc) 1993 NW

Potentially Infilled Land (Non-Water)

Unknown Filled Ground (Pit, quarry etc) 1993 SW

Unknown Filled Ground (Pit, quarry etc) 1993

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1891

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1921

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1921

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1891

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1891

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1921

Potentially Infilled Land (Water)

Bearing Ref: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1891

Potentially Infilled Land (Water)

Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

A12SE (W) A9NW (SE) A12SW (W) A17NE (NW) A7SE (SW) A13NE (NE) A18SE (NE) A14NW (NE) A18SW (N) A14NW (NE) A17SE (NW) A18SW (N) A17SE (NW) A18SW (N) A18NE (N) A14NE (E) A17NE (NW) A19NW (NE) A9NE (SE)

636 771 772 880 928 355 442 470 500 507 550 617 632 654 698 728 829 851 869

257597 198085

258759 197519 257487 197917 257805 198953 257676 197375 258541 198438 258570 198530 258715 198376 258180 198691 258754 198377 257912 198627 258154 198804 257882 198708 258000 198799 258387 198887 259009 198175 257913 198951 258803 198868 259015 197674

Potentially Infilled Land (Water)

Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1964

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1907

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1891

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1921

Potentially Infilled Land (Water)

Use: Date of Mapping: Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1891

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1964

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1964

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1921

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1964

Potentially Infilled Land (Water)

Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping: Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

A9NE (SE) A14SE (E) A8SE (S) A17SE (NW) A9NE (SE) A8SW (S) A14SE (E) A14SE (E) A9NE (SE) A9SW (SE) A9SW (SE) A12NW (W) A8SE (S) A19SE (E) A19SE (NE) A14NE (E) A8SW (S) A14NE (E) A9SE (SE) A14SE (E) A8SW (S)

877 880 888 889 891 895 899 903 903 912 915 918 931 932 934 946 947 959 960 963 966

258985 197612 259161 198127 258454 197242 257589 198787 259066 197719 258117 197227 259175 198070 259136 197859 258939 197510 258659 197288 258841 197400 257331 198291 258479 197204 259165 198492 259020 198766 259215 198345 258153 197169 259223 198379 258948 197437 259196 197852 257995 197181

127 128 129

Potentially Infilled Land (Water)

Use: Date of Mapping: Use: Date of Mapping:

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1951

Potentially Infilled Land (Water)

Unknown Filled Ground (Pond, marsh, river, stream, dock etc) 1891

Registered Landfill Sites

Licence Holder: Licence Reference: Site Location: Licence Easting: Licence Northing: Operator Location: Authority: Site Category: Max Input Rate: Waste Source Restrictions: Status: Dated: Preceded By Licence: Superseded By Licence: Positional Accuracy: Boundary Accuracy: Authorised Waste

Gorseinon Cricket & Rugby Club 4/88

Gorseinon Cricket & Rugby Club, Gorseinon, Swansea, West Glamorgan 259100 198300

As Site Address Environment Agency Wales, South West Area Landfill Undefined No known restriction on source of waste

Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled 1st December 1988 Not Given Not Given

Manually positioned to the road within the address or location Not Applicable Building Rubble

A14SE (E) A14NE (E) A14NE (E)

967 970 725 4

259208 197880

259224 198423 259002 198283

Description:

Source: Soil Sample Type: Arsenic Concentration: Cadmium Concentration: Chromium Concentration: Lead Concentration: Nickel Concentration:

BGS 1:625,000 Solid Geology BGS Estimated Soil Chemistry BGS Estimated Soil Chemistry

Source: Soil Sample Type: Arsenic Concentration: Cadmium Concentration: Chromium Concentration: Lead Concentration: Nickel Concentration: Source: Soil Sample Type: Arsenic Concentration: Cadmium Concentration: Chromium Concentration: Lead Concentration: Nickel Concentration:

British Geological Survey, National Geoscience Information Service Sediment 25 - 35 mg/kg <1.8 mg/kg 60 - 90 mg/kg <100 mg/kg 15 - 30 mg/kg

British Geological Survey, National Geoscience Information Service Sediment 25 - 35 mg/kg <1.8 mg/kg 60 - 90 mg/kg <100 mg/kg 30 - 45 mg/kg

British Geological Survey, National Geoscience Information Service Sediment 25 - 35 mg/kg <1.8 mg/kg 60 - 90 mg/kg <100 mg/kg 30 - 45 mg/kg

Source: Soil Sample Type: Arsenic Concentration: Cadmium Concentration: Chromium Concentration: Lead Concentration: Nickel Concentration:

Source: Soil Sample Type: Arsenic Concentration: Cadmium Concentration: Chromium Concentration: Lead Concentration: Nickel Concentration:

BGS Estimated Soil Chemistry BGS Estimated Soil Chemistry BGS Estimated Soil Chemistry BGS Estimated Soil Chemistry

Source: Soil Sample Type: Arsenic Concentration: Cadmium Concentration: Chromium Concentration: Lead Concentration: Nickel Concentration:

British Geological Survey, National Geoscience Information Service Sediment 25 - 35 mg/kg <1.8 mg/kg 60 - 90 mg/kg <100 mg/kg 15 - 30 mg/kg

British Geological Survey, National Geoscience Information Service Sediment 25 - 35 mg/kg <1.8 mg/kg 60 - 90 mg/kg <100 mg/kg 15 - 30 mg/kg

British Geological Survey, National Geoscience Information Service Sediment 15 - 25 mg/kg <1.8 mg/kg 60 - 90 mg/kg <100 mg/kg 15 - 30 mg/kg

A13NE (E) A13NE (E) A13NE (N) A18SE (N) A7NE (SW) A9NW (SE) A18NE (N)

0 0 6 463 692 721 802

1 1 1 1 1 1 1

258259 198154 258259 198154 258269 198205 258299 198660 257863 197532 258842 197681 258259 199000

South Wales Upper Coal Measures Formation

BGS Estimated Soil Chemistry

Source: Soil Sample Type: Arsenic Concentration: Cadmium Concentration: Chromium Concentration: Lead Concentration: Nickel Concentration:

British Geological Survey, National Geoscience Information Service Sediment 15 - 25 mg/kg

<1.8 mg/kg 60 - 90 mg/kg <100 mg/kg 15 - 30 mg/kg

BGS Recorded Mineral Sites

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy: Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Cue Duke Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153975

Opencast Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Sandstone Located by supplier to within 10m

BGS Recorded Mineral Sites

Pendel Chapel Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 154004

Opencast Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Sandstone Located by supplier to within 10m

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

BGS Recorded Mineral Sites BGS Recorded Mineral Sites BGS Recorded Mineral Sites

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Pendel Chapel Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 154003

Opencast Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Sandstone Located by supplier to within 10m

Cue Duke Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153972

Opencast Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Sandstone Located by supplier to within 10m

Cue Duke Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153973

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

A19NW (NE) A13NW (W) A13SW (W) A13SE (SE) A13SE (E) A13SE (SE)

955 76 101 116 153 200

1 1 1 1 1 1

258795 199000 258165 198169 258132 198111 258373 198068 258423 198097 258444 198024

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Cae Duke Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153999

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Cae Duke Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 154000 Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Cue Duke Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153974

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Cae Duke Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 154001

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Tir-Newydd Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153971

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Beili-Glas Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 154005

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

A13SE (S) A13SW (S) A13SW (SW) A8NW (SW) A13NW (NW) A12SW (W)

202 254 266 351 372 656

1 1 1 1 1 1

258263 197908 258169 197872 258056 197918 258069 197807 257989 198458 257579 198069

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy:

Site Name: Location: Source: Reference: Type: Status: Operator: Operator Location: Periodic Type: Geology: Commodity: Positional Accuracy: Description:

Stafford Common Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153979

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Beili-Glas Colliery Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153977

Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Fernel Gorseinon, Llanelli, West Glamorgan British Geological Survey, National Geoscience Information Service 153978 Underground Ceased Unknown Operator Not Supplied Carboniferous Grovesend Formation Coal - Deep Located by supplier to within 10m

Mining Evidence: Source: Boundary Quality: Hazard Potential: Source:

Hazard Potential: Source: Hazard Potential: Source: Hazard Potential: Source: Hazard Potential: Source:

A9NW (SE) A7NW (SW) A7SE (SW) A13NE (E) A13NE (E) A13NE (E) A13NE (E) A13NE (E) A13NE (E) A13SE (SE)

766 811 915 0 0 0 0 0 0 187

1 1 1 6 1 1 1 1 1

258766 197532 257487 197798 257685 197384 258259 198154 258259 198154 258259 198154 258259 198154 258259 198154 258259 198154 258414 198000

Details

Potential for Running Sand Ground Stability Hazards

Quadrant Reference (Compass Direction)

Estimated Distance From Site Contact NGR

No Hazard British Geological Survey, National Geoscience Information Service

Potential for Running Sand Ground Stability Hazards

Very Low British Geological Survey, National Geoscience Information Service

Potential for Shrinking or Swelling Clay Ground Stability Hazards

No Hazard British Geological Survey, National Geoscience Information Service

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Very Low British Geological Survey, National Geoscience Information Service

Radon Potential - Radon Affected Areas

The property is in a Lower probability radon area (less than 1% of homes are estimated to be at or above the Action Level). British Geological Survey, National Geoscience Information Service

Radon Potential - Radon Protection Measures

Hazard Potential: Source: Hazard Potential: Source: Hazard Potential: Source: Hazard Potential: Source: Affected Area: Source: Protection Measure: Source:

No radon protective measures are necessary in the construction of new dwellings or extensions British Geological Survey, National Geoscience Information Service

A13NE (E) A13NE (N) A13NE (E) A13NE (N) A13NE (E) A13NE (E)

0 6 0 6 0 0

1 1 1 1 1 1

258259 198154 258260 198204 258259 198154 258260 198204 258259 198154 258259 198154

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Erasmus Guitars 64, Belgrave Road, Gorseinon, Swansea, SA4 6RF Musical Instrument - Manufacturers Inactive

Automatically positioned to the address

Henry Lewis & Sons 108, Belgrave Road, Gorseinon, Swansea, SA4 6RE Coal & Smokeless Fuel Merchants & Distributors Inactive Automatically positioned to the address

John Carpenter Musical Instruments 66, Bryn Road, Loughor, Swansea, SA4 6PR Musical Instrument - Manufacturers Inactive

Automatically positioned to the address

Leisure Launderette Services 173, Alexandra Road, Gorseinon, Swansea, SA4 4PE Laundries & Launderettes Inactive

Automatically positioned to the address

Parfumesque 150, Alexandra Road, Gorseinon, Swansea, SA4 4PE Perfume Suppliers Active

Automatically positioned to the address

Chappell Rentals 19, Heol Maes y Bryn, Loughor, Swansea, SA4 6PL Washing Machines - Servicing & Repairs Inactive

Automatically positioned to the address

Alpha Electrical 67, Dyffryn Road, Gorseinon, Swansea, SA4 6BA Domestic Appliances - Servicing, Repairs & Parts

Inactive

Automatically positioned to the address

Ritchie'S Laundry Services 1, Bryn Road, Loughor, Swansea, SA4 6PG Laundries & Launderettes

Active

Automatically positioned to the address

Crossroads

Alexandra Road, Gorseinon, Swansea, SA4 4PF Car Dealers - Used

Inactive

Automatically positioned to the address

The Car Store

Alexandra Road, Gorseinon, Swansea, West Glamorgan, SA4 4PF Car Dealers - Used Active

Automatically positioned to the address

Maid Brigade 64, North Road, Loughor, Swansea, SA4 6QF

Cleaning Services - Domestic Active

Automatically positioned to the address

Frozen Joy 25, Heol Cae Tynewydd, Loughor, Swansea, SA4 6PW Ice Cream Manufacturers & Suppliers

Inactive

Automatically positioned to the address

A13NE (NE) A13NE (E) A12SE (W) A18SW (N) A18SW (N) A12NE (W) A14NW (E) A18SW (NW) A18SW (NW) A18SW (NW) A12SE (W) A12NE (W)

69 288 318 360 386 363 385 442 466 466 493 503

258328 198246 258569 198172 257915 198114 258158 198543 258160 198570 257888 198256 258662 198250 258009 198564 258017 198597 258017 198597 257740 198131 257773 198355

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

S & M Pallets

1, Bryneithin Road, Gorseinon, Swansea, SA4 4XA Pallets, Crates & Packing Cases Inactive

Automatically positioned to the address

Cross Keys Garage

Glebe Road, Loughor, Swansea, SA4 6SR Petrol Filling Stations Inactive Automatically positioned to the address

Cross Keys Garage Glebe Road, Loughor, Swansea, West Glamorgan, SA4 6SR Petrol Filling Stations Inactive

Automatically positioned to the address

Shell

Glebe Road, Loughor, Swansea, SA4 6SR Petrol Filling Stations Inactive

Automatically positioned to the address

Glebe Domestics

99, Glebe Road, Loughor, Swansea, SA4 6SR Washing Machines - Servicing & Repairs Inactive

Automatically positioned to the address

Swansea Nhs Trust

Ty Einon, Princess Street, Gorseinon, Swansea, West Glamorgan, SA4 4US Hospitals Inactive

Automatically positioned to the address

Neil Evans West Street, Gorseinon, Swansea, SA4 4AG Car Body Repairs

Inactive Automatically positioned to the address

Mrs Muscle 25, Brynamlwg Road, Gorseinon, Swansea, SA4 4UZ Cleaning Services - Domestic Inactive

Automatically positioned to the address

A & A Waste Removal 1, Park Road, Gorseinon, Swansea, SA4 4UP

Waste Disposal Services

Inactive

Automatically positioned to the address

Kingsbridge Print Ltd 22-24, West Street, Gorseinon, Swansea, West Glamorgan, SA4 4AA

Printers

Active

Automatically positioned to the address

Swan Lawnmower Repairs

Unit A1-A2, Gorseinon Business Park, West Street, Gorseinon, Swansea, SA4 4AA

Lawnmowers & Garden Machinery - Sales & Service

Inactive

Automatically positioned in the proximity of the address

A18SE (N) A12SE (W) A12SE (W) A12SE (W) A12SE (W) A18SE (NE) A14NE (E) A18NE (N) A19SW (NE) A19SW (NE) A19SW (NE)

511 586 586 586 612 627 657 657 673 704 734

258262 198709 257647 198083 257647 198083 257647 198083 257621 198091 258546 198764 258938 198207 258274 198855 258869 198523 258907 198517 258916 198565

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Albagate 3 Foxgrove, Gorseinon, Swansea, West Glamorgan, SA4 4AY Generators - Sales & Service Inactive

Manually positioned to the address or location

D J Motors 37, West Street, Gorseinon, Swansea, SA4 4AA Brake & Clutch Service Centres Active

Automatically positioned to the address

All Print Swansea Ltd Pontardulais Road, Gorseinon, Swansea, SA4 4FE Printers Inactive Automatically positioned to the address

Gapple 14b, West Street, Gorseinon, Swansea, SA4 4AA Blast Cleaning Inactive Automatically positioned to the address

Sportfit 10, West Street, Gorseinon, Swansea, SA4 4AA

Sports Equipment Manufacturers & Distributors Inactive

Automatically positioned to the address

Photo Direct Unit 5, West Street, Gorseinon, Swansea, West Glamorgan, SA4 4AA Photographic Processors Inactive Automatically positioned to the address

Goodman Laundry 1, West Street, Gorseinon, Swansea, SA4 4AA Laundries & Launderettes

Inactive

Automatically positioned to the address

Right Price Auto Care Unit C3, Gorseinon Business Park, West Street, Swansea, SA4 4AA

Garage Services

Inactive

Automatically positioned to the address

Electrical Power Solutions Unit C/1, Goresinon Business Park, West Street, Gorseinon, Swansea, SA4 4AA

Electrical Engineers Inactive

Automatically positioned to the address

Turners M O T Centre

Unit 1b Gorseinon Business Park,West Street, Gorseinon, Swansea, West Glamorgan, SA4 4AL

Mot Testing Centres Inactive Manually positioned to the address or location

Mas Joinery Ltd

Unit 3 Gorseinon Business Park, Gorseinon, Swansea, West Glamorgan, SA4 4AL

Joinery Manufacturers Inactive Manually positioned within the geographical locality

A14SE (E) A14NE (NE) A19SW (NE) A19SW (NE) A19SW (NE) A19SW (NE) A19SW (NE) A14NE (E) A14NE (E) A14NE (E) A14SE (E)

710 713 751 755 776 780 812 758 762 780 780

258958 197938 258943 198459 258759 198776 258889 198643 258901 198663 258920 198643 258930 198685 259039 198183 259043 198192 259061 198204 259061 198150

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

D & D Autogas

Gorseinon Business Park,West St, Gorseinon, Swansea, West Glamorgan, SA4 4AA

Garage Services Inactive Automatically positioned to the address

Increase Decrease D1,Gorseinon Business Park,West Street, Gorseinon, Swansea, West Glamorgan, SA4 4AL Ironing & Home Laundry Services Inactive Manually positioned within the geographical locality

Gareth James Pharmacy Flat, 2, Alexandra Road, Gorseinon, Swansea, SA4 4NW Pharmaceutical Manufacturers & Distributors Inactive Automatically positioned to the address

Mayfair Dry Cleaners 5, Pontardulais Road, Gorseinon, Swansea, SA4 4FE Dry Cleaners Active Automatically positioned to the address

G Evans 7, Pontardulais Road, Gorseinon, Swansea, SA4 4FE Painting & Decorating Supplies Inactive Automatically positioned to the address

Belisama Candles Emporium 2, Pontardulais Road, Swansea, SA4 4FE Candle Manufacturers & Suppliers Active Automatically positioned to the address

Plastech Upvc 2, Pontardulais Road, Gorseinon, Swansea, SA4 4FE PVC-U Products - Manufacturers & Suppliers Inactive Manually positioned to the address or location

Gas Technical Services Uk 32, Princess Street, Gorseinon, Swansea, SA4 4US

Gas Appliances - Sales & Service Inactive Automatically positioned to the address

M & M Appliances

83, High Street, Gorseinon, Swansea, SA4 4BL

Domestic Appliances - Servicing, Repairs & Parts

Inactive Automatically positioned to the address

Gorseinon Hospital Brynawel Road, Gorseinon, SWANSEA, SA4 4UU

Hospitals Active Automatically positioned to the address

P J Norman Haulage Ltd 19, Brynhyfryd Road, Gorseinon, Swansea, SA4 4XH Road Haulage Services Active Automatically positioned to the address

A14NE (E) A14SE (E) A19SW (NE) A19SW (NE) A19SW (NE) A19SW (NE) A19SW (NE) A19NW (NE) A19SE (NE) A18NE (N) A18NE (N)

781 788 807 825 832 834 834 809 834 852 853

259062 198157 259069 198148 258895 198720 258903 198739 258898 198754 258928 198723 258926 198725 258626 198927 258963 198677 258478 199025 258284 199051

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Jopling Coaches 64, Heol Pentre Bach, Gorseinon, Swansea, SA4 4ZA Bus & Coach Operators & Stations Inactive Automatically positioned to the address

Essential Oven Cleaning 26, Heol Cae Copyn, Loughor, Swansea, SA4 6SF Oven cleaning Active Automatically positioned to the address

Turners 13, Heol Pen y Scallen, Loughor, Swansea, SA4 6SE Mot Testing Centres Inactive Automatically positioned to the address

Central Garage High St, Gorseinon, Swansea, West Glamorgan, SA4 4BP Garage Services Inactive Manually positioned within the geographical locality

Central Garage Rear Of Gorseinon Market 105 High Street, Gorseinon, Swansea, West Glamorgan, SA4 4BP Garage Services Active Manually positioned within the geographical locality

David Thomas 104-105 High St, Gorseinon/Pontarddulais, Swansea, West Glamorgan, SA4 8RU

Tyre Dealers Inactive Manually positioned to the address or location

Jones Water Tanks Village Dr, Gorseinon, Swansea, West Glamorgan, SA4 4QB Water Coolers

Inactive Manually positioned within the geographical locality

Topgrade M O T Centre

Swansea Road, Gorseinon, Swansea, West Glamorgan, SA4 4AS Mot Testing Centres

Inactive Manually positioned to the address or location

T P V Car Sales

Swansea Road, Gorseinon, Swansea, West Glamorgan, SA4 4AS Car Dealers - Used

Inactive Manually positioned to the address or location

Chequered Flag Motors

Kingsbridge Garage, Swansea Road, Gorseinon, SWANSEA, SA4 4AS

Tyre Dealers

Inactive

Automatically positioned to the address

Kingsbridge Auto Salvage Ltd

Swansea Road, Gorseinon, Swansea, West Glamorgan, SA4 4AS Car Breakers & Dismantlers

Inactive Automatically positioned to the address

A17NE (NW) A12NW (W) A12NW (W) A19SE (NE) A19SE (NE) A19SE (NE) A14NE (E) A9NE (SE) A9NE (SE) A9NE (SE) A9NE (SE)

860 872 884 890 897 936 892 898 899 899 899

257808 198932 257395 198380 257398 198435 259035 198669 259042 198670 259064 198709 259173 198216 259108 197795 259109 197795 259109 197795 259109 197795

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Kingsbridge Car Sales

Kingsbridge Garage, Swansea Road, Gorseinon, Swansea, West Glamorgan, SA4 4AS Car Dealers - Used Inactive Automatically positioned to the address

Village Car Sales Kingsbridge Garage, Swansea Road, Gorseinon, Swansea, SA4 4AS Car Dealers - Used Inactive Automatically positioned to the address

R-Tec V W Audi & German Car Specialists R-Tec Garage,Swansea Road, Gorseinon, Swansea, West Glamorgan, SA4 4AS

Garage Services Active Manually positioned within the geographical locality

Rtec Garage Swansea Road, Gorseinon, Swansea, West Glamorgan, SA4 4AS

Garage Services Active Manually positioned within the geographical locality

R Tec Garage Ltd Gorseinon, Swansea, West Glamorgan, SA4 4AS Garage Services Inactive Manually positioned within the geographical locality

Kingsbridge Cemetery Swansea Road, Gorseinon, Swansea, SA4 4AS Cemeteries & Crematoria Active Automatically positioned to the address

Yellowstar Trading Ltd Swansea Road, Gorseinon, Swansea, West Glamorgan, SA4 4AS

Commercial Vehicle Dealers Active Manually positioned within the geographical locality

Adapt Business Services Millers Drive, Gorseinon, Swansea, SA4 4QN

Commercial Cleaning Services Active Automatically positioned to the address

Bellyful Cic

Unit S 5 Canolfan Gorseinon Centre,Millers Drive, Gorseinon, Swansea, West Glamorgan, SA4 4QN

Food Products - Manufacturers Active Automatically positioned to the address

Advance Fogging Millers Drive, Gorseinon, Swansea, West Glamorgan, SA4 4QN

Commercial Cleaning Services Active Manually positioned within the geographical locality

C J Rentals 63, Lime Street, Gorseinon, Swansea, SA4 4EE

Car Dealers Inactive Automatically positioned to the address

A9NE (SE) A9NE (SE) A9NE (SE) A9NE (SE) A9NE (SE) A9NE (SE) A9NE (SE) A14NE (E) A14NE (E) A14NE (E) A19SE (NE)

899 899 942 942 942 942 942 914 914 914 943

259109 197795 259109 197795 259139 197756 259139 197756 259139 197756 259139 197756 259139 197756 259183 198342 259183 198344 259183 198344 259136 198594

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Classification: Status: Positional Accuracy:

Name: Location: Brand: Premises Type: Status: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Star Cars & Vans 63, Lime Street, Gorseinon, Swansea, SA4 4EE Car Dealers - Used Active

Automatically positioned to the address

Yellowstar Trading Kingsbridge Centre, Swansea Road, Gorseinon, Swansea, SA4 4AS

Commercial Vehicle Dealers Inactive

Automatically positioned to the address

Celtic Mitsubishi Victoria Road, Gowerton, Swansea, SA4 3AB Car Dealers Active

Automatically positioned to the address

Farmers Fabrications & Sheet Metal Works Pen y Fernel, Culfor Road, Loughor, Swansea, SA4 6UB Machine Shops Inactive

Automatically positioned to the address

Morgan Home Services 59, Brynllwchwr Road, Loughor, Swansea, SA4 6SQ Cleaning Services - Domestic Inactive

Automatically positioned to the address

Gower Business Centre 105-106, High Street, Gorseinon, Swansea, SA4 4BP Copying & Duplicating Services Inactive

Automatically positioned to the address

Bonded Panel Technology

Victoria Road, Gowerton, Swansea, SA4 3AB Machinery - Industrial & Commercial Inactive

Automatically positioned to the address

Karrykleen 116, High Street, Gorseinon, Swansea, SA4 4BR Dry Cleaners Inactive

Automatically positioned to the address

Cross Keys Garage Glebe Road , Loughor , Swansea, Swansea, SA4 6SR Murco Petrol Station Open Manually positioned to the address or location

Walters W D Haulage Contractor 53 North Road, Loughor, Swansea, SA4 6QF

Transport, Storage and Delivery Distribution and Haulage Positioned to address or location

Cross Keys Garage

Glebe Road, Loughor, Swansea, SA4 6SR

Personal, Consumer and other Services Vehicle Cleaning Services Positioned to address or location

Car Wash Glebe Road, Loughor, Swansea, West Glamorgan, SA4 6SR

Personal, Consumer and other Services Vehicle Cleaning Services Positioned to address or location

A19SE (NE) A9NE (SE) A9NE (SE) A7SE (SW) A12SW (W) A19SE (NE) A9NE (SE) A19SE (NE) A12SE (W) A12NE (W) A12SE (W) A12SE (W)

943 947 959 950 966 992 994 996 593 457 586 587

7 7 7

259136 198594 259122 197707 259118 197673 257698 197332 257267 198128 259120 198725 259082 197547 259152 198680 257642 198071 257779 198172 257647 198083 257647 198083

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

D J Motors 37 West Street, Gorseinon, Swansea, SA4 4AA

Repair and Servicing

Vehicle Repair, Testing and Servicing Positioned to address or location

D J Motors 37 West Street, Gorseinon, Swansea, SA4 4AA

Repair and Servicing

Vehicle Repair, Testing and Servicing Positioned to address or location

Turners M O T Centre

Unit 1b Gorseinon Business Park, West Street, Gorseinon, Swansea, SA4 4AL

Repair and Servicing

Vehicle Repair, Testing and Servicing Positioned to address or location

Turners

Unit 1b Goresinon Business Park, West Street, Gorseinon, Swansea, SA4 4AA

Repair and Servicing

Vehicle Repair, Testing and Servicing Positioned to address or location

Pegasus Coach Tours (Wales) Ltd 5 West Street, Gorseinon, Swansea, SA4 4AA

Transport, Storage and Delivery Distribution and Haulage Positioned to address or location

P J Norman Haulage Ltd

19 Brynhyfryd Road, Gorseinon, Swansea, SA4 4XH

Transport, Storage and Delivery Distribution and Haulage Positioned to address or location

Topgrade M O T Centre

Swansea Road, Gorseinon, Swansea, SA4 4AS

Repair and Servicing

Vehicle Repair, Testing and Servicing Positioned to address or location

R-tec Garage

Swansea Road, Gorseinon, Swansea, SA4 4AS

Repair and Servicing

Vehicle Repair, Testing and Servicing Positioned to address or location

R-tec V W Audi & German Car Specialists

R-Tec Garage, Swansea Road, Gorseinon, Swansea, SA4 4AS

Repair and Servicing

Vehicle Repair, Testing and Servicing Positioned to address or location

R Tec Garage Ltd

Kingsbridge Centre, Swansea Road, Swansea, SA4 4AS

Repair and Servicing

Vehicle Repair, Testing and Servicing

Positioned to address or location

Swansea NHS Trust

Ty Einon, Princess Street, Gorseinon, Swansea, SA4 4US

Health Practitioners and Establishments

Hospitals Positioned to address or location

A14NE (NE) A14NE (NE) A14NE (E) A14NE (E) A19SW (NE) A18NE (N) A9NE (SE) A9NE (SE) A9NE (SE) A9NE (SE) A18SE (NE)

712 713 780 780 803 853 898 917 940 966 627

7 7 7 7 7 7 7 7 7 7 7

258943 198459 258943 198459 259061 198204 259061 198204 258922 198680 258284 199051 259108 197795 259097 197724 259116 197711 259142 197705 258546 198764

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Swansea NHS Trust Ty Einon, Princess Street, Gorseinon, Swansea, SA4 4US Health Practitioners and Establishments Hospitals Positioned to address or location

Gorseinon Hospital

Brynawel Road, Gorseinon, Swansea, SA4 4UU Health Practitioners and Establishments Hospitals Positioned to address or location

Gorseinon Hospital Brynawel Road, Gorseinon, Swansea, SA4 4UU Health Practitioners and Establishments Hospitals Positioned to address or location

Gorseinon Hospital Brynawel Road, Gorseinon, Swansea, SA4 4UU Health Practitioners and Establishments Hospitals Positioned to address or location

Shaft (Disused) SA4

Extractive Industries Unspecified Quarries Or Mines Positioned to address or location

Shaft SA4

Extractive Industries Unspecified Quarries Or Mines Positioned to address or location

Shaft SA4

Extractive Industries Unspecified Quarries Or Mines Positioned to an adjacent address or location

Mine (Disused) SA4

Extractive Industries Unspecified Quarries Or Mines Positioned to an adjacent address or location

Mine (Disused) SA4

Extractive Industries Unspecified Quarries Or Mines Positioned to address or location

Works

SA4

Industrial Features Unspecified Works Or Factories Positioned to an adjacent address or location

Works

Not Supplied

Industrial Features

Unspecified Works Or Factories Positioned to an adjacent address or location

Electrical Power Solutions

Unit C/1 Goresinon Business Park, West Street, Gorseinon, Swansea, SA4 4AA

Industrial Features Energy Production Positioned to address or location

A18SE (NE) A18NE (N) A18NE (N) A18NE (N) A13SE (S) A8NW (SW) A8NW (SW) A12SW (W) A12SW (W) A14NE (E) A14NE (E) A14NE (E)

627 852 852 852 211 358 369 668 671 697 706 762

7 7 7 7 7 7 7 7 7 7 7 7

258546 198764 258478 199025 258478 199025 258478 199025 258267 197899 258070 197799 258057 197793 257567 198059 257564 198067 258942 198419 258950 198421 259043 198192

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Mine (Disused) SA4

Extractive Industries Unspecified Quarries Or Mines Positioned to an adjacent address or location Tank SA4 Industrial Features Tanks (Generic) Positioned to an adjacent address or location

Gorseinon Business Park SA4

Industrial Features Business Parks and Industrial Estates Positioned to an adjacent address or location

Gorseinon Business Park SA4

Industrial Features Business Parks and Industrial Estates Positioned to an adjacent address or location

Tank SA4 Industrial Features Tanks (Generic) Positioned to an adjacent address or location

Tanks SA4 Industrial Features Tanks (Generic) Positioned to an adjacent address or location

Factory Not Supplied Industrial Features Unspecified Works Or Factories Positioned to an adjacent address or location

Factory SA4

Industrial Features Unspecified Works Or Factories Positioned to address or location

Bryngwyn Works Not Supplied Industrial Features Unspecified Works Or Factories Positioned to an adjacent address or location

Cemetery SA4

Infrastructure and Facilities Cemeteries and Crematoria Positioned to an adjacent address or location

Cross Keys Garage

Glebe Road, Loughor, Swansea, SA4 6SR Road And Rail

Petrol and Fuel Stations Positioned to address or location

Cross Keys Garage Glebe Road, Loughor, Swansea, SA4 6SR Road And Rail Petrol and Fuel Stations Positioned to address or location

A12SW (SW) A14SE (E) A14NE (E) A14NE (E) A14SE (E) A14NE (E) A9NE (SE) A9NE (SE) A14SE (E) A13SW (SW) A12SE (W) A12SE (W)

770 773 783 784 862 953 982 986 984 96 586 586

7 7 7 7 7 7 7 7 7 7 7 7

257520 197826 259052 198103 259064 198157 259065 198163 259142 198118 259232 198267 259065 197544 259072 197546 259245 197967 258151 198066 257647 198083 257647 198083

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Cross Keys Garage Glebe Road, Loughor, Swansea, SA4 6SR Road And Rail Petrol and Fuel Stations Positioned to address or location

Shell UK

Glebe Road, Loughor, Swansea, SA4 6SR Road And Rail Petrol and Fuel Stations Positioned to address or location

C K's

Glebe Road, Loughor, Swansea, SA4 6SR Road And Rail Petrol and Fuel Stations Positioned to address or location

Cross Keys Garage Glebe Road, Loughor, Swansea, SA4 6SR Road And Rail Petrol and Fuel Stations Positioned to address or location

Gorseinon Fire Station West Street, Gorseinon, SA4 Central and Local Government Fire Brigade Stations Positioned to address or location

A & A Waste Removal

1 Park Road, Gorseinon, Swansea, SA4 4UP

Infrastructure and Facilities Waste Storage, Processing and Disposal Positioned to address or location

Bus Station SA4

Public Transport, Stations and Infrastructure Bus and Coach Stations, Depots and Companies Positioned to an adjacent address or location

Bus Station SA4

Public Transport, Stations and Infrastructure Bus and Coach Stations, Depots and Companies Positioned to address or location

Sluice SA4 Water Weirs, Sluices and Dams Positioned to an adjacent address or location

Jopling Coaches

64 Heol Pentre Bach, Gorseinon, Swansea, SA4 4ZA

Public Transport, Stations and Infrastructure Bus and Coach Stations, Depots and Companies Positioned to address or location

Jopling Coaches

64 Heol Pentre Bach, Gorseinon, Swansea, SA4 4ZA

Public Transport, Stations and Infrastructure Bus and Coach Stations, Depots and Companies Positioned to address or location

Sewage Pumping Station SA4

Infrastructure and Facilities Waste Storage, Processing and Disposal Positioned to an adjacent address or location

A12SE (W) A12SE (W) A12SE (W) A12SE (W) A14NE (E) A19SW (NE) A19SW (NE) A19SW (NE) A14SE (E) A17NE (NW) A17NE (NW) A17NE (NW)

586 592 593 593 657 673 707 738 822 860 860 915

7 7 7 7 7 7 7 7 7 7 7 7

257647 198083 257643 198071 257642 198071 257642 198071 258938 198207 258869 198523 258878 198574 258905 198590 259092 198028 257808 198932 257808 198932 257762 198968

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Name: Location: Category: Class Code: Positional Accuracy:

Gorseinon Police Station 31-33, Pontardulais Road, Gorseinon, Swansea, SA4 2FE Central and Local Government Police Stations Positioned to address or location

Kingsbridge Cemetery Swansea Road, Gorseinon, Swansea, SA4 4AS Infrastructure and Facilities Cemeteries and Crematoria Positioned to address or location

Playground Not Supplied Recreational Playgrounds Positioned to an adjacent address or location

Playground Not Supplied Recreational Playgrounds Positioned to an adjacent address or location

Playground Loughor Road, SA4 Recreational Playgrounds Positioned to an adjacent address or location

Playground Not Supplied Recreational Playgrounds Positioned to an adjacent address or location

Playground Brynawel Road, SA4 Recreational Playgrounds Positioned to address or location

Play Area SA4 Recreational Playgrounds Positioned to an adjacent address or location

A19NW (NE) A9NE (SE) A9NW (SE) A14SW (SE) A14SW (SE) A18NE (N) A18NE (N) A18NE (N)

921 942 462 665 666 687 691 780

7 7 7 7 7 7 7 7

258909 198870 259139 197756 258619 197815 258886 197868 258886 197866 258434 198866 258435 198870 258563 198923

Agency & Hydrological Version Update Cycle

City and County of Swansea - Environmental Health Department

Natural Resources Wales

Carmarthenshire County Council - Environmental Health Department

Natural Resources Wales

Environment Agency - Welsh Region

Environment Agency - Welsh Region Environment Agency - Welsh Region

Natural Resources Wales Environment Agency - Welsh Region

Swansea Bay Port Health Authority

City and County of Swansea - Environmental Health Department

Carmarthenshire County Council - Environmental Health Department

Swansea Bay Port Health Authority

City and County of Swansea - Environmental Health Department Carmarthenshire County Council - Environmental Health Department

Swansea Bay Port Health Authority

City and County of Swansea - Environmental Health Department Carmarthenshire County Council - Environmental Health Department

Ordnance Survey

Environment Agency - Welsh Region

Environment Agency - Welsh Region

Natural Resources Wales

Environment Agency - Welsh Region

Natural Resources Wales

Natural Resources Wales Environment Agency - Welsh Region Environment Agency - Head Office

Environment Agency - Head Office

Natural Resources Wales Environment Agency Wales - South West Area

Environment Agency - Welsh Region

Natural Resources Wales

Natural Resources Wales Environment Agency - Welsh Region

January 2015 June 2020 October 2014

April 2021 August 2014 March 2013 October 2008 April 2021 January 2021 April 2014 June 2014 March 2015 April 2014 June 2014 March 2015

April 2014 June 2014 September 2013 January 2021 December 1998 March 2013 March 2013 March 2013 March 2013 January 2015 June 2016 November 2001 July 2012 April 2021 January 2021 April 2021 April 2021 April 2021 October 2017

Annual Rolling Update Annually Annual Rolling Update

Quarterly Quarterly Quarterly Quarterly Variable Variable Variable Annually Annual Rolling Update Annual Rolling Update Variable Variable Variable Annually Annually Not Applicable Annually Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly

Agency & Hydrological Version Update Cycle

Groundwater Vulnerability Map

Natural Resources Wales

Bedrock Aquifer Designations

Natural Resources Wales

Superficial Aquifer Designations

Natural Resources Wales

Source Protection Zones

Natural Resources Wales

Extreme Flooding from Rivers or Sea without Defences

Natural Resources Wales

Flooding from Rivers or Sea without Defences

Natural Resources Wales

Areas Benefiting from Flood Defences

Natural Resources Wales

Flood Water Storage Areas

Natural Resources Wales

Flood Defences

Natural Resources Wales

OS Water Network Lines

Ordnance Survey

Surface Water 1 in 30 year Flood Extent

Natural Resources Wales

Surface Water 1 in 100 year Flood Extent

Natural Resources Wales

Surface Water 1 in 1000 year Flood Extent

Natural Resources Wales

Surface Water Suitability

Natural Resources Wales

BGS Groundwater Flooding Susceptibility

British Geological Survey - National Geoscience Information Service

June 2018

January 2018

January 2018 November 2016 August 2018 September 2020 November 2019 August 2019 November 2019 September 2020 October 2013 October 2013 October 2013 October 2013 May 2013

As notified Annually Annually Annual Rolling Update Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Annually Annually Annually Annually Annually

Waste

BGS Recorded Landfill Sites

British Geological Survey - National Geoscience Information Service

Historical Landfill Sites

Natural Resources Wales

Integrated Pollution Control Registered Waste Sites

Environment Agency - Welsh Region

Licensed Waste Management Facilities (Landfill Boundaries)

Environment Agency Wales - South West Area

Natural Resources Wales

Licensed Waste Management Facilities (Locations)

Environment Agency Wales - South West Area

Natural Resources Wales

Local Authority Landfill Coverage

Carmarthenshire County Council

City and County of Swansea - Environmental Health Department

Local Authority Recorded Landfill Sites

Carmarthenshire County Council City and County of Swansea - Environmental Health Department

Potentially Infilled Land (Non-Water)

Landmark Information Group Limited

Potentially Infilled Land (Water)

Landmark Information Group Limited

Registered Landfill Sites

Environment Agency Wales - South West Area

Registered Waste Transfer Sites

Environment Agency Wales - South West Area

Registered Waste Treatment or Disposal Sites

Environment Agency Wales - South West Area

Hazardous Substances

Control of Major Accident Hazards Sites (COMAH)

Health and Safety Executive

Explosive Sites

Health and Safety Executive

Notification of Installations Handling Hazardous Substances (NIHHS)

Health and Safety Executive

Planning Hazardous Substance Enforcements

Carmarthenshire County Council - Area Planning Office (East Area)

Carmarthenshire County Council - Area Planning Office (South Area)

Carmarthenshire County Council - Environment Department (West Area)

City and County of Swansea - Planning Department

Planning Hazardous Substance Consents

Carmarthenshire County Council - Area Planning Office (East Area)

Carmarthenshire County Council - Area Planning Office (South Area)

Carmarthenshire County Council - Environment Department (West Area)

City and County of Swansea - Planning Department

Version

June 1996 July 2017 October 2008 January 2021 January 2021 April 2021 April 2021 May 2000 May 2000 May 2000 May 2000 December 1999 December 1999 March 2003 March 2003 March 2003 April 2018 March 2017 November 2000

Version

February 2016 February 2016 February 2016 January 2016 February 2016 February 2016 February 2016 January 2016

Not Applicable Quarterly Not Applicable Quarterly Quarterly Quarterly Quarterly Not Applicable Not Applicable Not Applicable Not Applicable Not Applicable

Update Cycle Update Cycle

Bi-Annually Annually Variable Variable Variable Variable Variable Variable Variable Variable

Geological

BGS 1:625,000 Solid Geology

British Geological Survey - National Geoscience Information Service

BGS Estimated Soil Chemistry

British Geological Survey - National Geoscience Information Service

BGS Recorded Mineral Sites

British Geological Survey - National Geoscience Information Service

CBSCB Compensation District

Cheshire Brine Subsidence Compensation Board (CBSCB)

Coal Mining Affected Areas

The Coal Authority - Property Searches

Mining Instability

Ove Arup & Partners

Non Coal Mining Areas of Great Britain

British Geological Survey - National Geoscience Information Service

Potential for Collapsible Ground Stability Hazards

British Geological Survey - National Geoscience Information Service

Potential for Compressible Ground Stability Hazards

British Geological Survey - National Geoscience Information Service

Potential for Ground Dissolution Stability Hazards

British Geological Survey - National Geoscience Information Service

Potential for Landslide Ground Stability Hazards

British Geological Survey - National Geoscience Information Service

Potential for Running Sand Ground Stability Hazards

British Geological Survey - National Geoscience Information Service

Potential for Shrinking or Swelling Clay Ground Stability Hazards

British Geological Survey - National Geoscience Information Service

Radon Potential - Radon Affected Areas

British Geological Survey - National Geoscience Information Service

Radon Potential - Radon Protection Measures

British Geological Survey - National Geoscience Information Service

Industrial Land Use

Contemporary Trade Directory Entries

Thomson Directories

Fuel Station Entries

Catalist Ltd - Experian

Gas Pipelines

National Grid

Points of Interest - Commercial Services

PointX

Points of Interest - Education and Health

PointX

Points of Interest - Manufacturing and Production

PointX

Points of Interest - Public Infrastructure

PointX

Points of Interest - Recreational and Environmental

PointX

Underground Electrical Cables

National Grid

January 2009

October 2015

May 2021 August 2011 March 2014 October 2000 May 2015 April 2020 January 2019 January 2019 January 2019 January 2019 January 2019

Version Version

July 2011 July 2011 April 2021 June 2021 May 2021 June 2021 June 2021 June 2021 June 2021 June 2021 May 2021

Not Applicable Annually Bi-Annually As notified

Annual Rolling Update Not Applicable

Update Cycle Update Cycle

Not Applicable Annually Annually Annually Annually Annually Annually Annually Annually Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly

Sensitive Land Use Version Update Cycle

Ancient Woodland

Natural Resources Wales

Areas of Adopted Green Belt

Carmarthenshire County Council City and County of Swansea

Areas of Unadopted Green Belt

Carmarthenshire County Council City and County of Swansea

Areas of Outstanding Natural Beauty

Natural Resources Wales

Environmentally Sensitive Areas

The National Assembly for Wales - GI Services (Department of Planning & Countryside)

Forest Parks

Forestry Commission

Local Nature Reserves

Carmarthenshire County Council City and County of Swansea

Marine Nature Reserves

Natural Resources Wales

National Nature Reserves

Natural Resources Wales

National Parks

Natural Resources Wales

Nitrate Vulnerable Zones

Natural Resources Wales

The National Assembly for Wales - GI Services (Department of Planning & Countryside)

Ramsar Sites

Natural Resources Wales

Sites of Special Scientific Interest

Natural Resources Wales

Special Areas of Conservation

Natural Resources Wales

Special Protection Areas

Natural Resources Wales

August 2018 June 2020 June 2020 June 2020 June 2020 June 2019 January 2017 April 1997 August 2018 August 2018 August 2018 June 2019 August 2018

July 2019 October 2005 July 2019 March 2020 August 2020 August 2018

Bi-Annually As notified As notified As notified As notified

Bi-Annually Not Applicable

Bi-Annually Bi-Annually Bi-Annually Bi-Annually Annually Bi-Annually Bi-Annually Bi-Annually Bi-Annually Bi-Annually

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

Stantec UK Ltd

Contact Name and Address

British Geological Survey - Enquiry Service

British Geological Survey, Environmental Science Centre, Keyworth, Nottingham, Nottinghamshire, NG12 5GG

Natural Resources Wales

Ty Cambria, 29 Newport Road, Cardiff, CF24 0TP

City and County of Swansea - Environmental Health Department

The Guildhall, Swansea, West Glamorgan, SA1 4PE

Environment Agency - National Customer Contact Centre (NCCC)

PO Box 544, Templeborough, Rotherham, S60 1BY

Ordnance Survey

Adanac Drive, Southampton, Hampshire, SO16 0AS

The Coal Authority - Property Searches

200 Lichfield Lane, Mansfield, Nottinghamshire, NG18 4RG

PointX

7 Abbey Court, Eagle Way, Sowton, Exeter, Devon, EX2 7HY

Public Health England - Radon Survey, Centre for Radiation, Chemical and Environmental Hazards

Chilton, Didcot, Oxfordshire, OX11 0RQ

Landmark Information Group Limited

Imperium, Imperial Way, Reading, Berkshire, RG2 0TD

Contact Details

Telephone: 0115 936 3143 Fax: 0115 936 3276 Email: enquiries@bgs.ac.uk Website: www.bgs.ac.uk

Telephone: 0300 065 3000 Email: enquiries@naturalresourceswales.gov.uk

Telephone: 01792 636000 extn 5651 Fax: 01792 635719

Telephone: 03708 506 506 Email: enquiries@environment-agency.gov.uk

Telephone: 03456 05 05 05

Email: customerservices@ordnancesurvey.co.uk Website: www.ordnancesurvey.gov.uk

Telephone: 0345 762 6848 Fax: 01623 637 338

Email: groundstability@coal.gov.uk Website: www2.groundstability.com Website: www.pointx.co.uk

Telephone: 01235 822622 Fax: 01235 833891 Email: radon@phe.gov.uk Website: www.ukradon.org

Telephone: 0844 844 9952 Fax: 0844 844 9951

Email: customerservices@landmarkinfo.co.uk Website: www.landmarkinfo.co.uk

Please note that the Environment Agency / Natural Resources Wales / SEPA have a charging policy in place for enquiries.

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

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

Index Map

For ease of identification, your site and buffer have been split into Slices, Segments and Quadrants. These are illustrated on the Index Map opposite and explained further below.

Each slice represents a 1:10,000 plot area (2.7km x 2.7km) for your site and buffer. A large site and buffer may be made up of several slices (represented by a red outline), that are referenced by letters of the alphabet, starting from the bottom left corner of the slice "grid". This grid does not relate to National Grid lines but is designed to give best fit over the site and buffer.

A segment represents a 1:2,500 plot area. Segments that have plot files associated with them are shown in dark green, others in light blue. These are numbered from the bottom left hand corner within each slice.

Quadrant

A quadrant is a quarter of a segment. These are labelled as NW, NE, SW, SE and are referenced in the datasheet to allow features to be quickly located on plots. Therefore a feature that has a quadrant reference of A7NW will be in Slice A, Segment 7 and the NW Quadrant.

A selection of organisations who provide data within this report:

Envirocheck reports are compiled from 136 different sources of data.

Client Details

Mr A Beattie, Terra Firma (Wales) Ltd, 5 Deryn Court, Wharfdale Road, Pentwyn, Cardiff, CF23 7HB

Order Details

Site Details

Gower College Swansea, Gorseinon Campus, Belgrave Road, Gorseinon, Swansea, SA4 6RD

Full Terms and Conditions can be found on the following link:

http://www.landmarkinfo.co.uk/Terms/Show/515

0844 844 9952 0844 844 9951 www.envirocheck.co.uk

A Landmark

ANNEX B

BGS Borehole Record

ANNEX C

Coal Authority Mining Report

CON29M coal mining report

GOWER COLLEGE SWANSEA, GORSEINON CAMPUS,BELGRAVE ROAD,GORSEINON,SWANSEA,SA4 6RD, SWANSEA

Known or potential coal mining risks

Past underground coal mining Page 3

Future underground coal mining Page 3 Mine entries Page 4

Further action

No further reports from the Coal Authority are required. Further information on any next steps can be found in our Professional opinion.

For more information on our reports please visit www.groundstability.com

Professional opinion

According to the official mining information records held by the Coal Authority at the time of this search, evidence of, or the potential for, coal mining related features have been identified. It is unlikely that these features will impact on the stability of the enquiry boundary.

Our reference: 51002556181001 Date: 17 June 2021

Your reference: 280537355_2 Client name: NLIS Hub If you require any further assistance please contact our experts on: 0345 762 6848

groundstability@coal.gov.uk

Enquiry boundary

Key

Approximate position of enquiry boundary shown

We can confirm that the location is on the coalfield

Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and database right 2018. All rights reserved. Ordnance Survey Licence number: 100020315.

This report is prepared in accordance with the latest Law Society’s Guidance Notes 2018, the User Guide 2018 and the Coal Authority’s Terms and Conditions applicable at the time the report was produced.

Accessibility

If you would like this information in an alternative format, please contact our communications team on 0345 762 6848 or email communications@coal.gov.uk

Your reference: 280537355_2 Client name: NLIS Hub

Our reference: 51002556181001 Date: 17 June 2021

If you require any further assistance please contact our experts on: 0345 762 6848 groundstability@coal.gov.uk

Detailed findings

Information provided by the Coal Authority in this report is compiled in response to the Law Society’s CON29M Coal Mining enquiries. The said enquiries are protected by copyright owned by the Law Society of 113 Chancery Lane, London WC2A 1PL.

The Coal Authority owns the copyright in this report and the information used to produce this report is protected by our database rights. All rights are reserved and unauthorised use is prohibited. If we provide a report for you, this does not mean that copyright and any other rights will pass to you. However, you can use the report for your own purposes.

Past underground coal mining

The property is in a surface area that could be affected by underground mining in 2 seams of coal at 120m to 260m depth, and last worked in 1923.

Any movement in the ground due to coal mining activity associated with these workings should have stopped by now.

Present underground coal mining

The property is not within a surface area that could be affected by present underground mining.

Future underground coal mining

The property is not in an area where the Coal Authority has received an application for, and is currently considering whether to grant a licence to remove or work coal by underground methods. The property is not in an area where a licence has been granted to remove or otherwise work coal using underground methods.

The property is not in an area likely to be affected from any planned future underground coal mining.

However, reserves of coal exist in the local area which could be worked at some time in the future.

No notices have been given, under section 46 of the Coal Mining Subsidence Act 1991, stating that the land is at risk of subsidence.

Your reference: 280537355_2 Client name: NLIS Hub

Our reference: 51002556181001 Date: 17 June 2021

If you require any further assistance please contact our experts on: 0345 762 6848 groundstability@coal.gov.uk

Mine entries

There are no recorded coal mine entries known to the Coal Authority within, or within 20 metres, of the boundary of the property.

This information is based on the information that the Coal Authority has at the time of this enquiry.

Based on the Coal Authority’s knowledge of the mining circumstances at the time of this enquiry, there may be unrecorded mine entries in the local area that do not appear on Coal Authority records.

Coal mining geology

The Coal Authority is not aware of any damage due to geological faults or other lines of weakness that have been affected by coal mining.

Past opencast coal mining

The property is not within the boundary of an opencast site from which coal has been removed by opencast methods.

Present opencast coal mining

The property does not lie within 200 metres of the boundary of an opencast site from which coal is being removed by opencast methods.

Future opencast coal mining

There are no licence requests outstanding to remove coal by opencast methods within 800 metres of the boundary.

The property is not within 800 metres of the boundary of an opencast site for which a licence to remove coal by opencast methods has been granted.

Coal mining subsidence

The Coal Authority has not received a damage notice or claim for the subject property, or any property within 50 metres of the enquiry boundary, since 31 October 1994.

There is no current Stop Notice delaying the start of remedial works or repairs to the property.

Our reference: 51002556181001

Date: 17 June 2021

Your reference: 280537355_2 Client name: NLIS Hub If you require any further assistance please contact our experts on: 0345 762 6848 groundstability@coal.gov.uk

The Coal Authority is not aware of any request having been made to carry out preventive works before coal is worked under section 33 of the Coal Mining Subsidence Act 1991.

Mine gas

The Coal Authority has no record of a mine gas emission requiring action.

Hazards related to coal mining

The property has not been subject to remedial works, by or on behalf of the Coal Authority, under its Emergency Surface Hazard Call Out procedures.

Withdrawal of support

The property is not in an area where a notice to withdraw support has been given.

The property is not in an area where a notice has been given under section 41 of the Coal Industry Act 1994, cancelling the entitlement to withdraw support.

Working facilities order

The property is not in an area where an order has been made, under the provisions of the Mines (Working Facilities and Support) Acts 1923 and 1966 or any statutory modification or amendment thereof.

Payments to owners of former copyhold land

The property is not in an area where a relevant notice has been published under the Coal Industry Act 1975/Coal Industry Act 1994.

Our reference: 51002556181001 Date: 17 June 2021

Your reference: 280537355_2 Client name: NLIS Hub If you require any further assistance please contact our experts on: 0345 762 6848

groundstability@coal.gov.uk

Statutory cover

Coal mining subsidence

In the unlikely event of any coal mining related subsidence damage, the Coal Authority or the mine operator has a duty to take remedial action in respect of subsidence caused by the withdrawal of support from land or property in connection with lawful coal mining operations.

When the works are the responsibility of the Coal Authority, our dedicated public safety and subsidence team will manage the claim. The house or land owner (“the owner”) is covered for these works under the terms of the Coal Mining Subsidence Act 1991 (as amended by the Coal Industry Act 1994). Please note, this Act does not apply where coal was worked or gotten by virtue of the grant of a gale in the Forest of Dean, or any other part of the Hundred of St. Briavels in the county of Gloucester.

If you believe your land or property is suffering from coal mining subsidence damage and you need more information on what to do next, please use the following link to our website which sets out what your rights are and what you need to consider before making a claim. www.gov.uk/government/publications/coal-mining-subsidence-damage-notice-form

Coal mining hazards

Our public safety and subsidence team provide a 24 hour a day, 7 days a week hazard reporting service, to help protect the public from hazards caused by past coal workings, such as a mine shaft or shallow working collapse. To report any hazards please call 01623 646 333. Further information can be found on our website: www.gov.uk/coalauthority

Your reference: 280537355_2 Client name: NLIS Hub If you require any further assistance please contact our experts on: 0345 762 6848 groundstability@coal.gov.uk

Our reference: 51002556181001 Date: 17 June 2021

Glossary

Key terms

adit - horizontal or sloped entrance to a mine coal mining subsidence - ground movement caused by the removal of coal by underground mining Coal Mining Subsidence Act 1991 - the Act setting out the duties of the Coal Authority to repair damage caused by coal mining subsidence coal mining subsidence damage - damage to land, buildings or structures caused by the removal of coal by underground mining coal seams - bed of coal of varying thickness

future opencast coal mining - a licence granted, or licence application received, by the Coal Authority to excavate coal from the surface future underground coal mining - a licence granted, or licence application received, by the Coal Authority to excavate coal underground. Although it is unlikely, remaining coal reserves could create a possibility for future mining, which would be licensed by the Coal Authority mine entries - collective name for shafts and adits

payments to owners of former copyhold land - historically, copyhold land gave rights to coal to the copyholder. Legislation was set up to allow others to work this coal, but they had to issue a notice and pay compensation if a copyholder came forward shaft - vertical entry into a mine site investigation - investigations of coal mining risks carried out with the Coal Authority’s permission stop notice - a delay to repairs because further coal mining subsidence damage may occur and it would be unwise to carry out permanent repairs subsidence claim - a formal notice of subsidence damage to the Coal Authority since it was established on 31 October 1994

withdrawal of support - a historic notice informing landowners that the coal beneath their property was going to be worked working facilities orders - a court order which gave permission, restricted or prevented coal mine workings

Your reference: 280537355_2 Client name: NLIS Hub If you require any further assistance please contact our experts on: 0345 762 6848 groundstability@coal.gov.uk

Our reference: 51002556181001 Date: 17 June 2021

ANNEX D

Risk Assessment Definitions

The contaminated land regime is set out in Part 2A of the Environmental Protection Act (EPA) 1990 and was introduced on the 1st of April 2000 in England and 1st July 2001 in Wales. A similar regime was introduced in Scotland on 14th July 2000.

Part 2A was introduced to achieve three overreaching objectives:

(a) To identify and remove unacceptable risks to human health and the environment.

(b) To seek to ensure that contaminated land is made suitable for its current use.

(c) To ensure that the burdens faced by individuals, companies and society as a whole are proportionate, manageable and compatible with the principles of sustainable development.

Under Part 2A the statutory definition of ‘contaminated land’ is:

“any land which appears to the local authority in whose area it is situated, to be in such a condition, by reason of substances in, on, or under the land, that:

(a) Significant harm is being caused or there is a significant possibility of such harm being caused; or

(b) Pollution of controlled waters is being, or is likely to be, caused.”

Under Part 2A, for land to be classified as ‘Contaminated Land’ there must be one or more contaminant, pathway, receptor linkages, known as the ‘Pollutant Linkage’. A pollutant linkage requires three essential elements:

(a) A CONTAMINANT (SOURCE) a substance that is in, on or under the land and has the potential to cause harm or to cause pollution of controlled waters.

(b) A RECEPTOR something which could be adversely affected by a contaminant.

(c) A PATHWAY a route by which a receptor is or might be exposed to or affected by a contaminant.

The term ‘Risk’ is widely used in different contexts and situations, but a prescriptive definition is given by the Guidelines for Environmental Risk Assessment and Management (DEFRA et al, 2000):

‘Risk is a combination of the probability, or frequency, of occurrence of a defined hazard and the magnitude of the consequences of the occurrence’.

Model Procedures for the Management of Land Contamination Contamination Land Report 11 (2004) defines a ‘Hazard’ as

‘a property or situation that in particular circumstances could lead to harm’.

A framework for qualitative risk assessment is provided in CIRIA publication C552 Contaminated Land Risk Assessment A Guide to Good Practice (2001). The method requires an assessment of the magnitude of the probability of the risk occurring and the magnitude of the potential consequence. Classifications of consequences and probability, levels and descriptions of risk have been devised from the above publication and are defined in the following sections.

Classification of Consequence

Table A Classification of Consequence

Classification Definition

Severe

• Short term (acute) risk to human health likely to result in significant harm

• Short term risk to controlled waters

• Catastrophic damage to buildings/structures

• Short term risk to an ecosystem or organism within the particular ecosystem

Medium

Mild

Negligible

• Chronic damage to human health (long term risk)

• Pollution of a sensitive water resource

• A significant change in an ecosystem or organism within the ecosystem

• Pollution of non sensitive water resources

• Significant damage to buildings/structures

• Damage to sensitive buildings/structure/services or the environment

• Harm (not necessarily significant) which may result in financial loss

• Non permanent health effects to humans (easily prevented by PPE for example)

• Easily repairable effects of structural (building) damage

Classification of Probability

Table B Classification of Probability

Classification Definition

High Likelihood

Likely

Low Likelihood

Unlikely

• There is a complete pollution linkage, and an event appears very likely to occur in the short term and is inevitable in the long term.

• Evidence of harm to the receptor

• There is a complete pollution linkage which means that is it probable that an event will occur

• The event is not inevitable but possible in short term and likely in the long term

• There is a complete pollution linkage and circumstances are possible under which an event could occur

• It is not certain that an event will occur in the long term, and it is less likely to occur in the short term

• There is a complete pollution linkage, but circumstances are such that it is improbable that an event would occur even in the long term

Risk Assessment Matrix

By comparing the consequences of a risk and the probability of the risk of a pollution linkage, the likely risk category can be determined as shown in Table C below.

Table C Risk Assessment Matrix

Increasing acceptability Consequence

Severe Medium Mild Negligible

Probability

High Likelihood High risk High risk Medium risk Low risk Likely High risk Medium risk Low risk Near zero risk

Low Likelihood Medium risk Low risk Low risk Near zero risk Unlikely Low risk Near zero risk Near zero risk Near zero risk

Description of Risks and Likely Actions

High Risk

There is a high probability that severe harm could arise to a receptor, or there is evidence that a receptor is currently being severely harmed. The risk if realised is likely to result in liability, and urgent investigation or remediation will be required.

Medium Risk

It is probable that harm will arise to a receptor. However, it is relatively unlikely that such harm would be severe, or if harm does occur the harm is likely to be relatively mild. Investigation will be required to determine the liability, and some remedial works may be required in the long term.

Low Risk

It is possible that harm may arise to a receptor, but it is likely that the harm would be mild.

Near Zero Risk

There is a very low risk of harm to the receptor. In the event of harm being realised the harm is not likely to be severe.

ANNEX E

Trial Pit Logs

ANNEX F

Hand Dug Trial Pit Logs and Photos

ANNEX G

Laboratory Chemical Test Results

Final Report

Report No.: 21-23772-1

Initial Date of Issue: 22-Jul-2021

Client Terra Firma (Wales) Ltd

Client Address: 5 Deryn Court Wharfedale Road Pentwyn Cardiff CF23 7HA

Contact(s): Alan Beattie

Project 16784 - Gower College, Gorseinon

Quotation No.: Q18-15369

Eurofins Chemtest Ltd Depot Road Newmarket CB8 0AL

Tel: 01638 606070 Email: info@chemtest.com

Date Received: 12-Jul-2021

Order No.: 16784AB Date Instructed: 12-Jul-2021 No. of Samples: 6

Turnaround (Wkdays): 5 Results Due: 16-Jul-2021

Date Approved: 22-Jul-2021

Approved By: Details: Glynn Harvey, Technical Manager

Project: 16784 - Gower College, Gorseinon

Client: Terra Firma (Wales) Ltd

Chemtest Job No.:

21-23772 21-23772 21-23772 21-23772 21-23772 21-23772

Quotation No.: Q18-15369 1238278 1238279 1238280 1238281 1238282 1238283

Order No.: 16784AB

Chemtest Sample ID.:

Client Sample Ref.: Client Sample ID.: Sample Type: Date Sampled: Time Sampled:

Top Depth (m):

Asbestos Lab:

TP01 TP02 TP03 TP04 TP05 TP06 TP01 TP02 TP03 TP04 TP05 TP06 SOIL SOIL SOIL SOIL SOIL SOIL 0.50 0.30 0.50 0.40 0.60 0.30 07-Jul-2021 07-Jul-2021 07-Jul-2021 07-Jul-2021 07-Jul-2021 07-Jul-2021 12:00 12:00 12:00 12:00 12:00 12:00 DURHAM DURHAM DURHAM DURHAM DURHAM DURHAM

ACM Type U 2192 N/A - - - - - -

Asbestos Identification U 2192 N/A No Asbestos Detected No Asbestos Detected No Asbestos Detected No Asbestos Detected No Asbestos Detected No Asbestos Detected

Moisture N 2030 % 0.020 19 19 17 20 20 22 Soil Colour N 2040 N/A Brown Brown Brown Brown Brown Brown

Other Material N 2040 N/A Stones Stones and Roots Stones and Roots Roots and Stones Stones and Roots Stones and Roots

Soil Texture N 2040 N/A Clay Clay Sand Sand Clay Sand pH M 2010 4.0 8.5 8.4 8.6 8.5 8.2 7.5

Boron (Hot Water Soluble) M 2120 mg/kg 0.40 < 0.40 0.66 < 0.40 < 0.40 < 0.40 0.63

Cyanide (Total) M 2300 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50

Sulphate (Acid Soluble) M 2430 % 0.010 0.022 0.050 0.033 0.042 0.021 0.055

Arsenic M 2450 mg/kg 1.0 13 25 10 25 7.4 41

Cadmium M 2450 mg/kg 0.10 < 0.10 0.42 < 0.10 0.50 < 0.10 1.4

Chromium M 2450 mg/kg 1.0 22 15 15 14 16 16

Mercury Low Level M 2450 mg/kg 0.05 0.11 0.06 < 0.05 0.07 0.05 0.18

Copper M 2450 mg/kg 0.50 24 49 24 42 17 130

Nickel M 2450 mg/kg 0.50 13 13 11 14 16 16

Lead M 2450 mg/kg 0.50 22 42 15 34 9.9 310

Selenium M 2450 mg/kg 0.20 0.47 0.62 0.30 0.45 0.56 0.93

Zinc M 2450 mg/kg 0.50 75 120 33 72 38 530

Chromium (Trivalent) N 2490 mg/kg 1.0 22 15 15 14 16 16

Chromium (Hexavalent) N 2490 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50

Aliphatic TPH >C5-C6 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aliphatic TPH >C6-C8 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aliphatic TPH >C8-C10 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aliphatic TPH >C10-C12 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aliphatic TPH >C12-C16 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aliphatic TPH >C16-C21 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aliphatic TPH >C21-C35 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aliphatic TPH >C35-C44 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Total Aliphatic Hydrocarbons N 2680 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0

Aromatic TPH >C5-C7 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aromatic TPH >C7-C8 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aromatic TPH >C8-C10 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aromatic TPH >C10-C12 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aromatic TPH >C12-C16 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Project: 16784 - Gower College, Gorseinon

Client: Terra Firma (Wales) Ltd

Chemtest Job No.:

Results - Soil

21-23772 21-23772 21-23772 21-23772 21-23772 21-23772

Quotation No.: Q18-15369 1238278 1238279 1238280 1238281 1238282 1238283

Order No.: 16784AB

Chemtest Sample ID.:

Client Sample Ref.: Client Sample ID.: Sample Type: Date Sampled: Time Sampled:

Top Depth (m): Asbestos Lab:

TP01 TP02 TP03 TP04 TP05 TP06

TP01 TP02 TP03 TP04 TP05 TP06 SOIL SOIL SOIL SOIL SOIL SOIL 0.50 0.30 0.50 0.40 0.60 0.30 07-Jul-2021 07-Jul-2021 07-Jul-2021 07-Jul-2021 07-Jul-2021 07-Jul-2021 12:00 12:00 12:00 12:00 12:00 12:00 DURHAM DURHAM DURHAM DURHAM DURHAM DURHAM

Determinand

Aromatic TPH >C16-C21

Accred. SOP Units LOD

U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aromatic TPH >C21-C35 M 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Aromatic TPH >C35-C44 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Total Aromatic Hydrocarbons N 2680 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0

Total Petroleum Hydrocarbons N 2680 mg/kg 10.0 < 10 < 10 < 10 < 10 < 10 < 10

Naphthalene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Acenaphthylene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Acenaphthene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Fluorene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Phenanthrene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.76

Anthracene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.20

Fluoranthene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 0.36 < 0.10 2.1

Pyrene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 0.38 < 0.10 2.1

Benzo[a]anthracene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 1.3

Chrysene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 1.5

Benzo[b]fluoranthene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 1.1 Benzo[k]fluoranthene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 1.1

Benzo[a]pyrene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 1.3

Indeno(1,2,3-c,d)Pyrene M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.80

Dibenz(a,h)Anthracene

Benzo[g,h,i]perylene

Total Of 16 PAH's

Total Phenols

M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.38

M 2700 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.81

M 2700 mg/kg 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 13

M 2920 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Organic Matter BS1377 N 2930 % 0.10 < 0.10 1.1 0.30 < 0.10 < 0.10 2.9

Test Methods

SOP Title

1020 Electrical Conductivity and Total Dissolved Solids (TDS) in Waters

1220 Anions, Alkalinity & Ammonium in Waters

1455 Metals in Waters by ICP-MS

1610

Total/Dissolved Organic Carbon in Waters

1920 Phenols in Waters by HPLC

Parameters included

Electrical Conductivity and Total Dissolved Solids (TDS) in Waters

Fluoride; Chloride; Nitrite; Nitrate; Total; Oxidisable Nitrogen (TON); Sulfate; Phosphate; Alkalinity; Ammonium

Metals, including: Antimony; Arsenic; Barium; Beryllium; Boron; Cadmium; Chromium; Cobalt; Copper; Lead; Manganese; Mercury; Molybdenum; Nickel; Selenium; Tin; Vanadium; Zinc

Organic Carbon

Phenolic compounds including: Phenol, Cresols, Xylenols, Trimethylphenols Note: Chlorophenols are excluded.

Method summary

Conductivity Meter

Automated colorimetric analysis using ‘Aquakem 600’ Discrete Analyser.

Filtration of samples followed by direct determination by inductively coupled plasma mass spectrometry (ICP-MS).

TOC Analyser using Catalytic Oxidation

Determination by High Performance Liquid Chromatography (HPLC) using electrochemical detection.

2010 pH Value of Soils pH pH Meter

2015 Acid Neutralisation Capacity Acid Reserve Titration

2030 Moisture and Stone Content of Soils(Requirement of MCERTS) Moisture content

2040 Soil Description(Requirement of MCERTS) Soil description

Determination of moisture content of soil as a percentage of its as received mass obtained at <37°C.

As received soil is described based upon BS5930

2120 Water Soluble Boron, Sulphate, Magnesium & Chromium Boron; Sulphate; Magnesium; Chromium Aqueous extraction / ICP-OES

2192 Asbestos Asbestos

2300 Cyanides & Thiocyanate in Soils Free (or easy liberatable) Cyanide; total Cyanide; complex Cyanide; Thiocyanate

2430 Total Sulphate in soils Total Sulphate

2450 Acid Soluble Metals in Soils

Metals, including: Arsenic; Barium; Beryllium; Cadmium; Chromium; Cobalt; Copper; Lead; Manganese; Mercury; Molybdenum; Nickel; Selenium; Vanadium; Zinc

2490 Hexavalent Chromium in Soils Chromium [VI]

2610 Loss on Ignition loss on ignition (LOI)

2625 Total Organic Carbon in Soils Total organic Carbon (TOC)

2670

2680

Total Petroleum Hydrocarbons (TPH) in Soils by GC-FID

TPH A/A Split

TPH (C6–C40); optional carbon banding, e.g. 3band – GRO, DRO & LRO*TPH C8–C40

Aliphatics: >C5–C6, >C6–C8,>C8–C10, >C10–C12, >C12–C16, >C16–C21, >C21–C35, >C35– C44Aromatics: >C5–C7, >C7–C8, >C8– C10, >C10–C12, >C12–C16, >C16– C21, >C21– C35, >C35– C44

Polarised light microscopy / Gravimetry

Allkaline extraction followed by colorimetric determination using Automated Flow Injection Analyser.

Acid digestion followed by determination of sulphate in extract by ICP-OES.

Acid digestion followed by determination of metals in extract by ICP-MS.

Soil extracts are prepared by extracting dried and ground soil samples into boiling water. Chromium [VI] is determined by ‘Aquakem 600’ Discrete Analyser using 1,5-diphenylcarbazide.

Determination of the proportion by mass that is lost from a soil by ignition at 550°C.

Determined by high temperature combustion under oxygen, using an Eltra elemental analyser.

Dichloromethane extraction / GC-FID

Dichloromethane extraction / GCxGC FID detection

Test Methods

SOP Title Parameters included

Method summary

2700

Speciated Polynuclear Aromatic Hydrocarbons (PAH) in Soil by GC-FID

Acenaphthene; Acenaphthylene; Anthracene; Benzo[a]Anthracene; Benzo[a]Pyrene; Benzo[b]Fluoranthene; Benzo[ghi]Perylene; Benzo[k]Fluoranthene; Chrysene; Dibenz[ah]Anthracene; Fluoranthene; Fluorene; Indeno[123cd]Pyrene; Naphthalene; Phenanthrene; Pyrene

2760

Volatile Organic Compounds (VOCs) in Soils by Headspace GC-MS

2800

2815

Speciated Polynuclear Aromatic Hydrocarbons (PAH) in Soil by GC-MS

Volatile organic compounds, including BTEX and halogenated Aliphatic/Aromatics.(cf. USEPA Method 8260)*please refer to UKAS schedule

Acenaphthene*; Acenaphthylene; Anthracene*; Benzo[a]Anthracene*; Benzo[a]Pyrene*; Benzo[b]Fluoranthene*; Benzo[ghi]Perylene*; Benzo[k]Fluoranthene; Chrysene*; Dibenz[ah]Anthracene; Fluoranthene*; Fluorene*; Indeno[123cd]Pyrene*; Naphthalene*; Phenanthrene*; Pyrene*

Dichloromethane extraction / GC-FID (GC-FID detection is non-selective and can be subject to interference from co-eluting compounds)

Automated headspace gas chromatographic (GC) analysis of a soil sample, as received, with mass spectrometric (MS) detection of volatile organic compounds.

Dichloromethane extraction / GC-MS

Polychlorinated Biphenyls (PCB) ICES7Congeners in Soils by GC-MS

2920 Phenols in Soils by HPLC

ICES7 PCB congeners

Phenolic compounds including Resorcinol, Phenol, Methylphenols, Dimethylphenols, 1Naphthol and TrimethylphenolsNote: chlorophenols are excluded.

Acetone/Hexane extraction / GC-MS

60:40 methanol/water mixture extraction, followed by HPLC determination using electrochemical detection.

2930 Organic Matter Organic Matter Acid Dichromate digestion/Titration

640 Characterisation of Waste (Leaching C10)

650 Characterisation of Waste (Leaching WAC)

Waste material including soil, sludges and granular waste

ComplianceTest for Leaching of Granular Waste Material and Sludge

Waste material including soil, sludges and granular waste ComplianceTest for Leaching of Granular Waste Material and Sludge

Key

U UKAS accredited

M MCERTS and UKAS accredited

N Unaccredited

S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis

SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis

T This analysis has been subcontracted to an unaccredited laboratory

I/S Insufficient Sample

U/S Unsuitable Sample

N/E not evaluated

< "less than"

> "greater than"

SOP Standard operating procedure

LOD Limit of detection

Comments or interpretations are beyond the scope of UKAS accreditation

The results relate only to the items tested

Uncertainty of measurement for the determinands tested are available upon request

None of the results in this report have been recovery corrected

All results are expressed on a dry weight basis

The following tests were analysed on samples as received and the results subsequently corrected to a dry weight basis TPH, BTEX, VOCs, SVOCs, PCBs, Phenols

For all other tests the samples were dried at < 37°C prior to analysis

All Asbestos testing is performed at the indicated laboratory

Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1

Sample Deviation Codes

A - Date of sampling not supplied

B - Sample age exceeds stability time (sampling to extraction)

C - Sample not received in appropriate containers

D - Broken Container

E - Insufficient Sample (Applies to LOI in Trommel Fines Only)

Sample Retention and Disposal

All soil samples will be retained for a period of 30 days from the date of receipt

All water samples will be retained for 14 days from the date of receipt

Charges may apply to extended sample storage

If you require extended retention of samples, please email your requirements to: customerservices@chemtest.com

ANNEX H Laboratory Geotechnical Test Results

ANNEX I

Ground Gas Monitoring Results

Round

DRAWINGS