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PHASE 1 DESK STUDY

AND PRELIMINARY GROUND INVESTIGATION

LAND AT BARTON MARINA

BARTON-UNDER-NEEDWOOD

Report No: 14088/1 Date: June 2014

Prepared for

CAMERON HOMES LIMITED

P/2015/01588Received 16/11/2015

PROJECT QUALITY ASSURANCE

INFORMATION SHEET

PHASE 1 DESK STUDY AND

PRELIMINARY GROUND INVESTIGATION

LAND AT BARTON MARINA BARTON-UNDER-NEEDWOOD

Report Status:

Final

Report No:

14088/1

Date:

June 2014

Prepared For: Cameron Homes Limited 53 High Street Chasetown Staffordshire WS7 3XE

Prepared By: Georisk Management Limited Summit Point Summit Crescent Industrial Estate Smethwick BIRMINGHAM B66 1BT Telephone: 0121 553 4044

Author: Andy Bonner Title: Director Contact: [email protected]

TABLE OF CONTENTS EXECUTIVE SUMMARY FOREWORD

1. INTRODUCTION ....................................................................................................................................... 1

2. INFORMATION SOURCES ....................................................................................................................... 1

3. REFERENCE SOURCES .......................................................................................................................... 2

4. THE SITE ................................................................................................................................................... 2

5. SITE HISTORY .......................................................................................................................................... 4

6. GEOENVIRONMENTAL SETTING ........................................................................................................... 5

6.1 GEOLOGY AND MINING ......................................................................................................................... 5 6.2 HYDROLOGY ....................................................................................................................................... 5 6.3 HYDROGEOLOGY ................................................................................................................................. 5 6.4 WASTE MANAGEMENT ......................................................................................................................... 6 6.5 RADON ................................................................................................................................................ 6 6.6 SUPPORTING DATA .............................................................................................................................. 6

7. INITIAL CONCEPTUAL MODEL AND INVESTIGATION STRATEGY .................................................... 6

7.1 ENVIRONMENTAL SETTING ................................................................................................................... 6 7.2 INITIAL CONCEPTUAL MODEL AND PRELIMINARY RISK ASSESSMENT ...................................................... 6 7.3 INVESTIGATION STRATEGY ................................................................................................................... 9

8. PRELIMINARY INVESTIGATION ........................................................................................................... 10

9. HUMAN HEALTH CONTAMINATION RISK ASSESSMENT ................................................................. 12

9.1 GENERAL .......................................................................................................................................... 12 9.2 HUMAN HEALTH RISK ASSESSMENT DESIGN ....................................................................................... 13 9.3 GENERIC QUANTITATIVE HUMAN HEALTH RISK ASSESSMENT .............................................................. 14 9.4 RISK EVALUATION AND REMEDIATION PROPOSALS .............................................................................. 14

10. DEVELOPMENT ISSUES........................................................................................................................ 15

TABLES TABLE I: INITIAL CONCEPTUAL MODEL AND PRELIMINARY RISK ASSESSMENT APPENDICES APPENDIX A DRAWINGS Drawing No. Drawing Title

14088/1 Exploratory Hole Location Plan 14088/2 Plasticity Chart

APPENDIX B HISTORICAL MAP EXTRACTS APPENDIX C EXPLORATORY HOLE RECORDS APPENDIX D SOIL-GAS AND GROUNDWATER MONITORING RESULTS APPENDIX E CHEMICAL TEST RESULTS APPENDIX F GEOTECHNICAL TEST RESULTS APPENDIX G ENVIROCHECK SUPPORTING INFORMATION

EXECUTIVE SUMMARY




Georisk Management Ltd has been commissioned to carry out a preliminary ground investigation of the above site, which is being considered for housing redevelopment.

Phase I Comments The Site The development site is situated within land at Barton Marina at the eastern edge of Barton-

under-Needwood, Staffordshire and can be located approximately by National Grid Reference 419620 318010. It covers an area of approximately 1.06 ha and comprises an irregular shaped area, occupied by grassed open space. The site area is generally flat lying at a level of approximately 50.6 to 51.0 mOD, with levels falling at the western edge to 49.5 mOD adjacent to a large pond. The site is bounded by an access road and retail units adjacent to the Marina to the east, fields to the south, a large pond to the west and further open space and ponds to the north. No evidence of potential contamination was noted during a walkover of the site.

Site History Historical records indicate that the site has comprised open fields since the late 1800’s until the early 2000’s. More recently the locality has been redeveloped to create the Barton Marina and amenity area and the site comprises open space within this.

Geology The geological sequence is anticipated to comprise Superficial Deposits (dense to medium dense sandy gravels) over Mercia Mudstone strata (typically red brown weathered mudstones, anticipated around 8 m bgl).

Coal Mining The site is not considered to be at risk from shallow coal workings. Hydrology There are several surface water features either directly adjacent or within close proximity to

the site including the amenity ponds, Marina, canal and overflow drainage ditch. Barton Brook also lies further to the north. The EA has no records of any significant pollution incidents to surface waters within 250 m of the site.

Flood Risk Based on current information held by the EA, the site lies directly adjacent to an area affected by flooding from rivers. A flood risk assessment was beyond the scope of the present report.

Hydrogeology The Superficial Deposits are classified as a Secondary A aquifer. There are no groundwater abstractions within 1000 m of the site and the site does not lie within a groundwater Source Protection Zone.

Landfills There are no historic landfill sites or Local Authority recorded landfills within 250 m of the site.

Radon Information provided by the BGS and included in the Envirocheck Report (supplied by Landmark Information Group) indicates that radon protection measures would not be required in the construction of new dwellings.

Preliminary Investigation

Comments

Ground Conditions Surface Topsoil is present across the site (beneath a grass cover) to between 0.3 and 0.4 m in thickness. Firm brown sandy clayey subsoil was located beneath Topsoil in BH4 between 0.3 and 0.6 m depth. Made Ground was identified in BH3 only to between 0.4 and 1.5 m bgl, and comprises medium dense dark grey sandy gravel of concrete and tarmacadam pieces. Superficial Deposits were identified at all locations beneath surface Topsoil and Made Ground if present, to depths of at least 3 m bgl. The Superficial Deposits comprise dense to medium dense orange brown to brown slightly silty sand and gravel of mixed lithologies. An upper layer of firm to stiff yellow brown sandy slightly gravelly clay was found in BH4. The Mercia Mudstone Group strata were not encountered at the investigated depth. Penetration of the window sampling equipment was restricted due to groundwater inflows. No visual/olfactory evidence of potential contamination was recorded in the exploratory holes put down during the investigation works. No evidence of buried obstructions was encountered in the exploratory holes.

Soil-Gas The programme of soil-gas monitoring to date has revealed no methane and low steady state levels of carbon dioxide of between 1.2 and 2.5 % v/v. Gas flow rates have been zero during the monitoring programme and no positive relative pressures have been recorded.

Groundwater Groundwater was typically encountered between 1.4 and 2 m bgl during drilling within the Superficial Deposits. These water inflows caused collapsing of the borehole sides and prevented deeper drilling. Groundwater monitoring has indicated water levels at 1.5 m bgl in the locality of BH1.

Environmental Assessment

Comments

Soil Contamination All of the test results for the targeted contaminants of concern are below the relevant SGV/GAC/SSV. Concentrations of copper and zinc in Made Ground do not exceed levels were phytotoxity could potentially be exhibited i.e. concentrations of 200 and 300 mg/kg respectively. No evidence of hydrocarbon impact was noted during the investigation and therefore further analysis was not required. No evidence of asbestos containing materials was identified in the exploratory holes.

Risk Evaluation: Human Health

On the basis of the investigations carried out, no significant risks exist to future site users and no specific remedial action will be required. It is recommended that clean topsoil is placed in all garden and landscaped areas to provide a clean growing medium. Any site won topsoil should be carefully stripped off and stockpiled for this purpose.

Development Issues Comments Foundations The preliminary investigation has identified Topsoil/Subsoil and only localised Made Ground

to a maximum combined depth of between 0.3 and 1.5 m begl typically overlying Superficial Deposits comprising dense to medium dense slightly silty sand and gravels with occasional upper layers of firm to stiff sandy slightly gravelly clay. Geotechnical testing of the near-surface cohesive soils indicates them to be of low volume change potential and; therefore, a minimum founding depth of 0.75 m should be adopted in accordance with NHBC Standards. Following site clearance and stripping and stockpiling of topsoil for reuse, natural soils will be present near surface and therefore conventional shallow foundations would typically be considered suitable. However, boreholes confirmed groundwater inflows at shallow depth typically between 1.4 and 2.0 m bgl. On this basis, foundations should be kept as shallow as possible, and a “dig and pour” foundation strategy should be employed. If for any reason shallow foundations cannot be utilised, then an alternative foundation solution such as piling should be considered, and may prove to be more economic. Given the above comments, it is recommended that further investigation including trial pits and possibly deeper boreholes is undertaken prior to finalising foundation design proposals.

Soil Gas A programme of gas monitoring has been carried out as part of the present investigation. No elevated gas of concern has been detected. The ground conditions encountered at the site are not associated with hazardous levels of soil-gas generation and in view of this and the gas levels recorded, it is not considered necessary to incorporate specific gas protection measures into the proposed development.

Buried Concrete Design Sulphate Class of DS-1 and an ACEC class of AC-1 apply at the site. Pavement Design Final road and pavement levels to be adopted are not known at this stage, however, it is

anticipated that following preparatory works, natural sandy or locally clayey soils will be present at formation level. For preliminary design purposes, the near surface granular and cohesive soils are considered to have long term CBR values of 10 % and 5 % respectively (based on average construction conditions). The formation soils should be considered as potentially frost susceptible. In situ CBR testing should be carried out to allow detailed design of road formations once road alignments and levels have been finalised.

Soakaways The available investigation data indicates that the ground may be suitable for the discharge of surface water to the ground via shallow soakaways, subject to detailed drainage design and the approval of the Environment Agency. However, the presence of a shallow groundwater table would need to be carefully considered and therefore infiltration testing will be needed to confirm design.

Further Work Comments Detailed Investigation Undertake further intrusive investigation to confirm foundation and drainage design

requirements. The above summary is intended for reference purposes only and specific details should be obtained by reading the entire report.

FOREWORD This report has been prepared for the sole internal use and reliance of the Client(s) named on the Project Quality Assurance Sheet. The report shall not be relied upon or transferred to any other parties without the express written authorisation of Georisk Management Ltd (Georisk). 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. Georisk has confidence in the findings presented in this report; however, we are unable to give assurances that the report and its findings will be accepted by regulatory authorities without question. This report (and any other relevant information) should be submitted to all relevant regulatory bodies and approval received or sought before detailed design, site work or other irrevocable action is started. The report should be read in its entirety, including all associated drawings and appendices. Georisk cannot be held responsible for any misinterpretations arising from the use of extracts that are taken out of context. The findings and opinions conveyed in this report are based on information obtained from a variety of sources as detailed within this report and which Georisk believes is reliable. All reasonable care and skill has been applied in examining the information obtained, nevertheless, Georisk cannot and does not guarantee the authenticity or reliability of the information it has relied upon. The report represents the findings and opinions of experienced geoenvironmental consultants. Georisk does not provide legal advice and the advice of lawyers may also be required. Any recommendations made or opinions expressed in the Report are based on the exploratory hole records, an examination of samples and the results of the site and laboratory tests. No liability can be accepted for conditions not revealed by the exploratory holes particularly between positions. Whilst every effort is made to ensure accuracy of data supplied any opinion expressed as to the possible configuration of strata between or below investigation locations is for guidance only and no responsibility is accepted as to its accuracy. Unless otherwise specifically stated, this report assumes that ground levels will not change significantly from those existing at present and that the proposed development will be of two to three storey construction. If this is not to be the case, some modifications to this report may be required. The groundwater conditions entered on the borehole records and from any monitoring programme are those observed at the time of the investigation. Groundwater levels are susceptible to seasonal fluctuations and may be higher during wetter periods than those encountered during this investigation. Where the report refers to the potential presence of invasive plant species, such as Japanese Knotweed, or the presence of possible asbestos containing materials, it should be noted that the observations are for information purposes only and should be verified by a suitably qualified expert. Georisk reserves the right to amend the conclusions and recommendations made in this report in the light of any further or more detailed information that may become available.

Report No. 14088/1 1 of 16 Barton Marina, Barton-under-Needwood




1. INTRODUCTION 1.1 Georisk Management Limited (Georisk) has been commissioned by Cameron Homes

Limited (Camerons) to carry out a Phase 1 desk study and preliminary ground investigation at land at Barton Marina, Barton-under-Needwood. The scope of work is set out in our proposal to Camerons of 1 May 2014, reference 14088/LO.001/AIB.

1.2 The site is being considered for residential redevelopment and a Phase 1 Desk Study and

Preliminary Investigation report has been prepared as part of a planning submission to the Local Authority. The principal aims of this assessment are as follows:

· to carry out Phase 1 hazard identification and assessment (desk study) including

determination of an initial conceptual model based on ‘source-pathway-target’ principles; · to provide a preliminary indication of the prevalent ground and groundwater conditions at the

site; · to provide an assessment of the concentrations of a range of potential contaminants of

concern within the near surface soils, including Phase 2 evaluation of risk to human health and/or environmental receptors;

· to identify any potential geoenvironmental constraints or opportunities associated with the redevelopment of the site for a residential end use;

· to provide general geotechnical design recommendations for the proposed development scheme, and to identify any further intrusive work needed.

1.3 This report presents the findings of Phase 1 (desk study) and factual data obtained from

the programme of fieldwork, monitoring and laboratory testing implemented by Georisk, together with a Phase 2 assessment of the contamination status of the near surface soils and general engineering considerations for the proposed new development.

2. INFORMATION SOURCES 2.1 The information sources used in the production of this report were as follows:

· site walkover to appraise current layout and conditions; · review of British Geological Survey (BGS) maps and publications; · review of available historical County Series and Ordnance Survey maps of the site; · review of public domain environmental database information presented in a site specific

Envirocheck Report obtained from Landmark Information Group, dated 2 June 2014; · Coal Authority on-line database; · information gained with respect to the ground and groundwater conditions established in the

programme of fieldwork and monitoring carried out by Georisk; · appraisal of laboratory data resulting from testing scheduled by Georisk; · Draft Contract Plan Drawing No. 2086/10, dated February 2014, prepared by White Ridge; · Land Survey Drawing No. 14-690-1, dated February 2014, prepared by Survey Evolution

(UK) Ltd.


3. REFERENCE SOURCES 3.1 This report has been prepared with regard to the following sources of reference and

guidance where possible, supplemented with experience of similar sites:

· Investigation of Potentially Contaminated Sites – Code of Practice. British Standards Institute BS10175 (2001);

· Code of Practice for Site Investigations. BS5930 (1999); · “Human health toxicological assessment of contaminants in soil”. Science Report

SC050021/SR2 EA (2009); · “Updated technical background to the CLEA Model”. Science Report SC050021/SR3 EA

(2009); · “Model Procedures for the Management of Land Contamination” CLR11, DEFRA and EA; · “Remedial Targets Methodology: Hydrogeological Risk Assessment for Land Contamination”.

EA (2006); · Guidance for the Safe Development of Housing on Land Affected by Contamination. R & D

Publication 66, NHBC, Environment Agency and CIEH (2008); · Concrete in Aggressive Ground. BRE Special Digest 1: Part 1 Assessing the aggressive

chemical environment. Building Research Establishment (2005); · “Radon: guidance on protective measures for new dwellings”. BRE Report BR211 (2007). · Code of practice for the characterization and remediation from ground gas in affected

developments. BS8485 (2007); · NHBC report Edition No. 4 “Guidance on Evaluation of Development Proposals on sites

where Methane and Carbon Dioxide are Present” (2007); · CIRIA Report C669 “Assessing Risks Posed by Hazardous Ground Gases to Buildings”

(2006); · “Passive venting of soil gases beneath buildings”. DETR/ARUP Environmental PIT

Research Report (1997); · “Protective measures for housing on gas-contaminated land”, BRE/EA Report BR414 (2001); · “Site preparation and resistance to moisture”. The Building Regulations 2000 Approved

Document C (2004 edition). 4. THE SITE 4.1 The development site is situated within land at Barton Marina at the eastern edge of Barton-

under-Needwood, Staffordshire and can be located approximately by National Grid Reference 419620 318010. It covers an area of approximately 1.06 ha and comprises an irregular shaped area, occupied by grassed open space.

4.2 The site area is generally flat lying at a level of approximately 50.6 to 51.0 mOD, with levels

falling at the western edge to 49.5 mOD adjacent to a large pond. The site is bounded by an access road and retail units adjacent to the Marina to the east, fields to the south, a large pond to the west and further open space and ponds to the north.

4.3 No evidence of potential contamination was noted during a walkover of the site.

4.4 The site location and main features are shown on the survey extract included on Drawing

No. 14088/1 in Appendix A and on the photographs below.


4.5 View of the site looking north, showing the fall of ground level towards the pond to the north

west.

4.6 View showing the flat lying nature of the site, looking south west from the access road.


5. SITE HISTORY 5.1 The history of the site and the surrounding area has been assessed by reviewing available

historical County Series and Ordnance Survey maps. The 1: 2500 scale maps studied, with the approximate site boundary shown, are included in Appendix B of this report and a summary is presented in the table below:

Year Site Surrounding Area 1883 Site comprises open fields/farmland. Surrounding area is predominantly open

fields/farmland. A canal is present approximately 150 m to the south east. A Plaster Mill lies beyond this. A stream flows east approximately 220 m to the north.

1901 No change. A drainage ditch is shown in the south east corner.

No change.

1923 No change. A Sewage Farm is present just to the north east of the site and includes sludge beds, filter tanks and sluices.

1955 No change. No change. Sewage Farm is still present. 1974-1975

No change. Sewage Farm is no longer indicated just to the north east but has been relocated approximately 300 m to the north east. This includes larger tanks and filter beds. A Sports Ground is present approximately 220 m to the north west.

1991 No change. The sewage works has undergone restructuring.

1991-1996

No change. No change.

2006 Site comprises open space within the Barton Marina redevelopment.

By this time the surroundings had been redeveloped with the construction of the Marina with adjacent retail and recreational pond areas.

5.2 The historical maps show no cartographic evidence of ponds, mining or quarrying on site.

Google Earth historical imagery confirms that the marina and ponds were in place by 2003; no satellite data earlier than this was available.


6. GEOENVIRONMENTAL SETTING 6.1 Geology and Mining

Published Geology 6.1.1 The geology of the site has been appraised from 1:50000 scale BGS Digital Mapping

information and is shown to be as follows: Geological Unit Description Made Ground No Made Ground is specifically mapped beneath the site by the BGS;

however, the presence of nominal Made Ground may be present. Superficial Deposits Holme Pierrepont Sand and Gravel Member (sands and gravels). Mercia Mudstone Group Reddish brown mudstone and siltstone; Triassic age.

Previous Investigation

6.1.2 The BGS has records of ground investigations carried out for the improvements to the sewage works to the north east. The borehole data indicates dense to medium dense brown grey to red brown slightly silty sandy gravel (Holme Pierrepont Sand and Gravel Member) to between 7.9 and 8.5 m bgl overlying firm red brown clays (weathered Mercia Mudstone strata).

Mining 6.1.3 The Coal Authority interactive map viewer indicates that the site lies outside a coal mining

reporting area.

6.1.4 On the basis of the above information, the development site is not considered at risk associated with underground coal mining and further specific investigation or remedial action in this regard is not considered necessary.

6.2 Hydrology 6.2.1 There are several surface water features either directly adjacent or within close proximity to

the site including the amenity ponds, Marina, canal and overflow drainage ditch. Barton Brook also lies further to the north.

6.2.2 The EA has no records of any significant pollution incidents to surface waters within 250 m

of the site. 6.2.3 Based on current information held by the EA, the site lies directly adjacent to an area

affected by flooding from rivers. A flood risk assessment was beyond the scope of the present report.

6.3 Hydrogeology 6.3.1 The Superficial Deposits are classified as a Secondary A aquifer with the underlying

Mercia Mudstone strata classified as a Secondary B aquifer. 6.3.2 The site does not lie within a groundwater Source Protection Zone and there are no

recorded groundwater abstractions within 1000 m of the site.


6.4 Waste Management 6.4.1 There are no historic landfill sites or Local Authority recorded landfills within 250 m of the

site. 6.5 Radon 6.5.1 Information provided by the BGS and included in the Envirocheck Report (supplied by

Landmark Information Group) indicates that radon protection measures would not be required in the construction of new dwellings.

6.6 Supporting Data 6.6.1 The Envirocheck datasheet supporting information (supplied by Landmark Information

Group) is included in Appendix G. 7. INITIAL CONCEPTUAL MODEL AND INVESTIGATION STRATEGY 7.1 Environmental Setting 7.1.1 On the basis of the findings of the Phase 1 Desk Study presented in Sections 4 to 6 of this

report, the environmental setting of the site can be summarised as follows:

· historical records indicate that the site has comprised open fields since the late 1800’s until the early 2000’s. More recently the locality has been redeveloped to create the Barton Marina and amenity area and the site comprises open space within this;

· there are no wells, quarries or ponds shown on historic records for the site itself, although ponds have been created in an adjacent locality probably in the last 10 years;

· the geological sequence is anticipated to comprise Superficial Deposits (dense to medium dense sandy gravels) over Mercia Mudstone strata (typically red brown weathered mudstones, anticipated around 8 m bgl);

· the Superficial Deposits are classified as a Secondary A aquifer. There are no groundwater abstractions within 1000 m of the site and the site does not lie within a groundwater Source Protection Zone;

· the EA indicate that the site lies adjacent to an area affected by river flooding; · the site is not considered to be at risk from shallow coal workings; · radon protection measures will not be required for the proposed development.

7.2 Initial Conceptual Model and Preliminary Risk Assessment General 7.2.1 The initial conceptual model and preliminary risk assessment are based on information

derived from the desk study to provide a qualitative assessment of risk posed to human health and environmental receptors from potential on and off-site sources of contamination as defined within Part IIA of the Environmental Protection Act (1990). For a significant risk to exist, it must be established that contamination has the potential to cause harm to susceptible targets. This is known as “pollutant linkage” and requires three criteria to be identified at a significant level:

· the presence of substances that may cause harm (SOURCE); · the presence of a receptor which may be harmed (TARGET); · the existence of a plausible pollutant linkage between the source and the target (PATHWAY).


7.2.2 EA R&D66 (2008) includes a risk classification system based on classification of

consequence and probability. The table overleaf shows a risk matrix, in which the likelihood or probability of each pollutant linkage being realised is ranked against the severity of the consequences. The result is the risk classification, based upon which risk management actions can be implemented. The individual sources, pathways and receptors identified are assessed against this risk matrix; potential pollutant linkages and associated risks are recorded.

Severity of Consequence Severe Medium Mild Minor

Prob

abili

ty o

f po

lluta

nt li

nkag

e High Likelihood Very high risk High risk Moderate risk Moderate / low

risk

Likely High risk Moderate risk Moderate / low risk Low risk

Low Likelihood Moderate risk Moderate / low

risk Low risk Very low risk

Unlikely Moderate / low risk Low risk Very low risk Very low risk

7.2.3 Definitions of risk terminology are as follows. 7.2.4 Very high risk: there is a probability that severe harm could arise to a designated receptor

from an identified source, or there is evidence that severe harm to a designated receptor is currently occurring.

7.2.5 High risk: harm is likely to arise to a designated receptor from an identified source. 7.2.6 Moderate risk: it is possible that harm could arise to a designated receptor from an

identified source. However, it is relatively unlikely that any such harm would be severe, or if any harm were to occur it is more likely that the harm would be relatively mild.

7.2.7 Low risk: it is possible that harm could arise to a designated receptor from an identified

source, but it is likely that this harm, if realised, would at worst normally be mild. 7.2.8 Very low risk: there is a low possibility that harm could arise to the receptor. In the event

of such harm being realised it is not likely to be severe. 7.2.9 Professional judgement and experience has been used to estimate the combination of

probability and consequence of the harm posed by the pollutant linkages identified. This allows the risk to be evaluated on a qualitative basis. The risk category is used to prioritise /target the site investigation. Using this matrix and the available screening limits it has been possible to carry out a semi-quantitative risk assessment for the sources, pathways and receptors which have been identified at the site.

7.2.10 The initial conceptual model also illustrates the contaminants of concern identified from the

contamination assessment, and demonstrates the potential pathways and receptors which are considered likely to exist at the site. Contamination management options are also included, which indicate the most appropriate methods by which the identified risks can be mitigated.

7.2.11 Risk is based on a consideration of both:

· the likelihood of an event (probability); and · the severity of the potential consequences.


7.2.12 A pollutant linkage must be established before tests for probability and consequence are

applied. If there is no pollutant linkage then there is no potential risk and there is no need to apply tests for probability and consequence. The risk assessment needs to include a logical and transparent system to define categories of severity of consequence and probability of occurrence. The initial conceptual model and preliminary risk assessment are discussed below and also presented as Table I. Proposed Development

7.2.13 The proposed development is anticipated to comprise housing with private gardens and hardstanding for access and parking.

Potential On-Site Sources of Contamination

7.2.14 Based upon information derived from the Phase 1 Desk Study, the site has had no history of potential contaminative usage, although nominal Made Ground may be present associated with the construction of the Marina and amenity area. Potential Off-Site Sources of Contamination

7.2.15 Based on information derived from the Phase 1 Desk Study, no potential significant off-site

sources of contamination have been identified that could affect the proposed development of the site. A sewage works was historically present just to the north east of the site and buried organic soils may be present; the risk of gas generation associated with this is likely to be low but should be considered.

Targets/Receptors

7.2.16 The following site-specific targets are considered to be potentially feasible: · site workers – construction personnel involved in redevelopment works; · long term site users – house occupants; · plant life – landscape or garden areas; · building fabric and foundations.

7.2.17 Given the anticipated absence of significant sources of contamination and the landscaped

nature of the site, the risks to controlled waters are considered low and warrant no further action. This should be reviewed if required following completion of intrusive investigation. Pathways

7.2.18 The potential pathways that are considered relevant to this site are as follows:

· direct contact with and/or incidental ingestion of any contaminated soils or dusts derived from contaminated soil;

· consumption of home-grown produce; · inhalation of dust derived from any contaminated soil; · migration of hazardous soil-gases via permeable strata or via ducts/drains into confined

spaces.


Pollutant Linkages 7.2.19 On the basis of the source-pathway-target information presented above, the following

potential pollutant linkages have been identified at the site:

Source Pathway Target Possible Made Ground Dermal contact Site user: female child 0-6 years

Site construction worker Ingestion Site user: female child 0-6 years

Site construction worker Consumption of home-grown vegetables grown in Made Ground

Site user: female child 0-6 years

Ingestion of soil attached to home-grown vegetables


Dermal contact with dust derived from Made Ground


Ingestion of dust derived from Made Ground


Inhalation of dust derived from Made Ground


Indoor inhalation of soil-gases derived from Made Ground


Direct contact Buildings Direct contact Water supply pipework

Contaminants of Concern

7.2.20 Based on the past site usage and EA R&D66 (2008), no significant contamination risk has

been identified. However, as it is proposed to redevelop the site for housing, routine soil testing supplemented by risk assessment will be required to confirm risk levels posed to future site users. The following typical potential contaminants of concern are considered appropriate for the assessment of the site:

· metals, semi-metals and non-metals – in particular arsenic, cadmium, chromium, copper,

lead, mercury, nickel and zinc all require analysis as potential indicators of metal contamination;

· inorganic compounds – sulphates, cyanide; · organic contaminants - speciated polyaromatic hydrocarbons (PAH), phenol, and possibly

speciated Total Petroleum Hydrocarbons (TPH) on targeted samples, if any areas of concern are identified;

· acids and alkalis – pH. 7.3 Investigation Strategy 7.3.1 On the basis of the information presented above, the proposed preliminary ground

investigation strategy is as follows:

Exploratory Holes Purpose Light percussive boreholes; selected to minimise ground disturbance.

To determine prevalent ground and groundwater conditions across site, including:

· nature and extent of any Made Ground; · nature and extent of any soil contamination; · suitability of the ground for foundations and pavement design.

Selected boreholes Undertake in situ Standard Penetration Tests (SPT) to determine a geotechnical strength profile.

Selected boreholes Construction of monitoring installations to facilitate assessment of risk posed by any hazardous soil-gases and to determine standing groundwater levels.


7.3.2 Due to access restrictions on site, it has only been possible to undertake preliminary investigations at this stage. It is acknowledged that further investigations will be needed when clear access is available; trial pits will be needed to confirm ground conditions, and trench stability/ease of excavation. Percolation tests will be carried out in selected trial pits to assess the potential for discharging surface water to the ground.

8. PRELIMINARY INVESTIGATION Investigation 8.1 To further develop the Conceptual Model and to provide preliminary ground information in

the proposed residential development area, a preliminary intrusive survey was undertaken in May 2014.

8.2 The fieldwork comprised the following elements:

· 4 No. light percussive boreholes, designated BH1 to BH4, put down to a maximum depth of 3 m begl;

· Continuous dynamic probing at 2 No. locations. 8.3 The fieldwork was supervised on a full-time basis by a suitably qualified and experienced

Georisk engineer. All soil description and sample logging was carried out in general accordance with BS 5930 (1999) and the exploratory hole records are presented in Appendix C.

8.4 The positions of the exploratory holes were set out by Georisk and the approximate

locations are shown on the Exploratory Hole Location Plan included as Drawing No. 14088/1 in Appendix A.

8.5 Small disturbed samples were recovered from the exploratory holes as necessary to facilitate sample description and for subsequent laboratory testing. Observations of groundwater encountered during the fieldwork are included on the relevant exploratory hole records included in Appendix C.

8.6 Soil-gas and groundwater monitoring installations were constructed in BH1 and BH3

inclusive as shown on the borehole records included in Appendix C. Monitoring has been carried out on two occasions to date and the following measurements were taken in sequence:

· atmospheric pressure (mb); · differential/relative pressure (Pa/mb); · flow monitoring (l/hr); · measurement of CO2 , CH4 and O2 gas concentrations (by volume; % v/v); · groundwater level (metres below existing ground level; m begl).

8.7 The results of the soil-gas and groundwater monitoring are presented in Appendix D.

Ground Conditions 8.8 Surface Topsoil is present across the site (beneath a grass cover) to between 0.3 and 0.4

m in thickness. Firm brown sandy clayey subsoil was located beneath Topsoil in BH4 between 0.3 and 0.6 m depth. Made Ground was identified in BH3 only to between 0.4 and 1.5 m bgl, and comprises medium dense dark grey sandy gravel of concrete and tarmacadam pieces. Superficial Deposits were identified at all locations beneath surface


Topsoil and Made Ground if present, to depths of at least 3 m bgl. The Superficial Deposits comprise dense to medium dense orange brown to brown slightly silty sand and gravel of mixed lithologies. An upper layer of firm to stiff yellow brown sandy slightly gravelly clay was found in BH4.

8.9 The Mercia Mudstone Group strata were not encountered at the investigated depth.

Penetration of the window sampling equipment was restricted due to groundwater inflows. 8.10 No visual/olfactory evidence of potential contamination was recorded in the exploratory

holes put down during the investigation works. No evidence of buried obstructions was encountered in the exploratory holes.

8.11 Groundwater was typically encountered between 1.4 and 2 m bgl during drilling within the

Superficial Deposits. These water inflows caused collapsing of the borehole sides and prevented deeper drilling. Groundwater monitoring has indicated water levels at 1.5 m bgl in the locality of BH1.

Chemical Testing

8.12 A programme of chemical testing was scheduled by Georisk on selected soil samples

retrieved from the exploratory holes. The testing was carried out at an independent UKAS accredited laboratory for the typical potential contaminants of concern as indicated in Section 7.2. The chemical test results are presented in Appendix E.

pH and Sulphate Conditions 8.13 pH levels in 7 No. soil samples analysed were between 6.5 and 8.0, i.e. variably very

slightly acidic to very slightly alkaline with water soluble sulphate concentrations (expressed as SO4 in a 2:1 water:soil extract) on the corresponding samples of 0.0070 to 0.032 g/l.

Geotechnical Testing 8.14 Routine geotechnical testing comprising moisture content and Atterberg Limits was carried

out on selected soil samples. The testing was carried out in accordance with BS1377 (1990) at an independent UKAS accredited laboratory and the results are presented in Appendix F.

8.15 A sample of cohesive material from the Superficial Deposits was scheduled for Atterberg

Limit determinations and natural moisture content tests. These test results are indicative of a clay material of low plasticity and low volume change potential. The results are shown on a Plasticity Chart presented as Drawing No. 14088/2 in Appendix A.

Soil-Gas

8.16 The programme of soil-gas monitoring to date has revealed no methane and low steady

state levels of carbon dioxide of between 1.2 and 2.5 % v/v. Gas flow rates have been zero during the monitoring programme and no positive relative pressures have been recorded.


9. HUMAN HEALTH CONTAMINATION RISK ASSESSMENT 9.1 General 9.1.1 The UK approach to the assessment of contaminated land is based upon the principles of

risk assessment, which is founded on the use of “source-pathway-target” principles in order to establish the potential presence of “pollutant linkage”.

9.1.2 Georisk adopts a tiered approach to risk assessment in accordance with current UK

guidance and good practice. The initial step of this process, known as Tier 1, is the comparison of site-derived data with relevant guideline levels.

9.1.3 Should the adopted criteria be exceeded then two courses of action are available. The first

is to break the pollutant linkage by undertaking remedial works such as removing or treating the contaminated soil. Alternatively a more detailed risk assessment can be carried out to determine whether a contamination risk actually exists.

9.1.4 The UK approach to the assessment of human health risk from contaminated land is set

out in the CLEA (Contaminated Land Exposure Assessment) framework, which was first published in 2002 by the Department for Environment, Food and Rural Affairs (DEFRA) and the EA. The original guidance was withdrawn and revised guidance issued in 2009, which is set out in the following documents published by the EA:

* “Human health toxicological assessment of contaminants in soil”. Science Report

SC050021/SR2; * “Updated technical background to the CLEA Model”. Science Report SC050021/SR3.

9.1.5 The CLEA model uses generic assumptions about the fate and transport of chemicals in

the environment and a generic conceptual model for site conditions together with human behaviour to estimate long term human exposure to soil contaminants. Soil Guideline Values (SGV) are derived using the CLEA Model by comparing estimated exposure with ‘Health Criteria Values’ (HCV) that represent a tolerable risk to health from chronic exposure. SGVs are scientifically based ‘generic assessment criteria’ that can be used to simplify the assessment of risk to human health from chronic exposure to contaminants in soil. SGVs are a screening tool for the ‘generic quantitative risk assessment’ of land contamination.

9.1.6 SGVs are ‘trigger values’, which if exceeded in soil concentrations may pose a possibility of

significant harm to human health.


9.2 Human Health Risk Assessment Design

Proposed Development 9.2.1 The proposed development is anticipated to comprise residential plots with private back

gardens and hardstanding for vehicular access and parking as shown on the Contract Plan provided by Camerons.

Assessment Criteria

9.2.2 As indicated above, the EA has published revised SGVs for several contaminants and

where they are available these SGVs have been used in this report. Where no SGV exists or has existed, relevant guidance issued by the CIEH (in association with LQM) in 2009 or by Atkins on the ATRisksoil website has been adopted. The assessment criteria used for the screening of contaminants is summarised below:

Contaminant Group Determinands Assessment Criteria Selected

ORGANIC CONTAMINANTS Non-halogenated hydrocarbons

Phenol CLEA SGV Petroleum Hydrocarbons General Assessment Criteria (GAC)

based on 2009 LQM/CIEH guidelines Halogenated hydrocarbons VOC GAC based on 2009 LQM/CIEH

guidelines and Atkins AtRisk Soil Screening Value (SSV)

Polyaromatic Hydrocarbons (PAH); indicator compounds selected

Benzo(a)pyrene and naphthalene GAC based on 2009 LQM/CIEH guidelines

INORGANIC CONTAMINANTS Metals Arsenic, Cadmium, Mercury, Nickel,

Selenium CLEA SGV

Lead Atkins AtRisk Soil Screening Value (SSV)

Chromium, Copper, Zinc GAC based on 2009 LQM/CIEH guidelines

Semi-metals and non- metals

Cyanide Atkins AtRisk SSV

Averaging Areas

9.2.3 The investigation has identified similar ground conditions across the site and; therefore, it is

appropriate to consider the entire site as a single averaging area.

End Use 9.2.4 In view of the proposed development which is for housing purposes, a “residential” end use

conceptual model is considered appropriate for the site. 9.2.5 It is considered that the top 1 m of soil will need to be considered within the risk

assessment, as the critical receptor (i.e. occupiers of the residential area) is most likely to be exposed to these materials.

Statistical Analysis

9.2.6 Given the unbiased random nature of the sampling carried out during the investigation, the

chemical test results have been compared directly to the SGV/GAC/SSV in the first instance.


Contaminants of Concern 9.2.7 The potential contaminants of concern are detailed in Section 7 and these contaminants

have subsequently been targeted for chemical analysis. 9.3 Generic Quantitative Human Health Risk Assessment 9.3.1 The results of the chemical testing of near surface soils compared to the chosen

assessment criteria are summarised as follows:

Contaminant of Concern

Measured Concentration* SGV/GAC/SSV* Number of results above SGV/GAC/SSV

Min Max Arsenic <1.0 8.4 32 0 (4) Benzo(a)pyrene <0.1 - 1.0 0 (4) Cadmium <0.2 0.4 10 0 (4) Chromium 1.5 20 3000 0 (4) Copper 13 20 2330 0 (4) Inorganic Cyanide <1 - 34 0 (4) Lead 7.1 32 342 0 (4) Mercury <0.3 - 170 0 (4) Naphthalene <0.05 - 8.7 0 (4) Nickel 6.1 15 130 0 (4) Phenol <2.0 - 420 0 (4) Selenium <1.0 - 350 0 (4) Zinc 18 78 3750 0 (4) * Concentration expressed in mg/kg except where stated.

9.3.2 All of the test results for the targeted contaminants of concern are below the relevant

SGV/GAC/SSV. 9.3.3 Concentrations of copper and zinc in Made Ground do not exceed levels were phytotoxity

could potentially be exhibited i.e. concentrations of 200 and 300 mg/kg respectively. No evidence of hydrocarbon impact was noted during the investigation and therefore further analysis was not required. No evidence of asbestos containing materials was identified in the exploratory holes.

9.4 Risk Evaluation and Remediation Proposals 9.4.1 On the basis of the investigations carried out, no significant risks exist to future site users

and no specific remedial action will be required. 9.4.2 It is recommended that clean topsoil is placed in all garden and landscaped areas to

provide a clean growing medium. Any site won topsoil should be carefully stripped off and stockpiled for this purpose.

9.4.3 Prior to any development works starting at the site, it is recommended that these proposals

are agreed with the Local Authority and NHBC as appropriate. 9.4.4 Any Made Ground that requires removal off site should be taken to a suitably licensed tip

under duty of care documentation. Waste Acceptance Criteria testing may be required by certain landfills to satisfy site licensing requirements; such testing was beyond the scope of the present investigation.


9.4.5 It is recommended that a copy of this report is supplied to utility companies and that their recommendations relating to appropriate supply pipes are adhered to.

9.4.6 Should any areas of previously unidentified potentially contaminated soil be encountered

following demolition or during site construction works, we would recommend consultation with Georisk to ensure that our recommendations continue to apply. Any potentially contaminated soils should be left in situ pending further assessment.

10. DEVELOPMENT ISSUES 10.1 On the basis of the findings of the desk study presented in Sections 4 to 6 of this report,

and the resultant Initial Conceptual Model that has been designed (Section 7), augmented by preliminary intrusive investigations (Section 8), the following ground related issues that require consideration in terms of the redevelopment of the site have been identified.

Foundations

10.2 The preliminary investigation has identified Topsoil/Subsoil and only localised Made

Ground to a maximum combined depth of between 0.3 and 1.5 m begl typically overlying Superficial Deposits comprising dense to medium dense slightly silty sand and gravels with occasional upper layers of firm to stiff sandy slightly gravelly clay. Geotechnical testing of the near-surface cohesive soils indicates them to be of low volume change potential and; therefore, a minimum founding depth of 0.75 m should be adopted in accordance with NHBC Standards.

10.3 Following site clearance and stripping and stockpiling of topsoil for reuse, natural soils will

be present near surface and therefore conventional shallow foundations would typically be considered suitable. However, boreholes confirmed groundwater inflows at shallow depth typically between 1.4 and 2.0 m bgl. On this basis, foundations should be kept as shallow as possible, and a “dig and pour” foundation strategy should be employed. If for any reason shallow foundations cannot be utilised, then an alternative foundation solution such as piling should be considered, and may prove to be more economic.

10.4 Given the above comments, it is recommended that further investigation including

trial pits and possibly deeper boreholes is undertaken prior to finalising foundation design proposals.

10.5 Based on the test results to date, a classification DS-1 and AC-1 would apply to the design

of buried concrete.

Soil-Gas 10.6 A programme of gas monitoring has been carried out as part of the present investigation.

No elevated gas of concern has been detected. 10.7 The ground conditions encountered at the site are not associated with hazardous levels of

soil-gas generation and in view of this and the gas levels recorded, it is not considered necessary to incorporate specific gas protection measures into the proposed development.

10.8 Radon protection would not be required for a residential development at this site.


Soakaways

10.9 The available investigation data indicates that the ground may be suitable for the discharge

of surface water to the ground via shallow soakaways, subject to detailed drainage design and the approval of the Environment Agency. However, the presence of a shallow groundwater table would need to be carefully considered and therefore infiltration testing will be needed to confirm design.

Road/Pavement Design

10.10 Final road and pavement levels to be adopted are not known at this stage, however, it is

anticipated that following preparatory works, natural sandy or locally clayey soils will be present at formation level. For preliminary design purposes, the near surface granular and cohesive soils are considered to have long term CBR values of 10 % and 5 % respectively (based on average construction conditions). The formation soils should be considered as potentially frost susceptible.

10.11 In situ CBR testing should be carried out to allow detailed design of road formations once

road alignments and levels have been finalised.

Sewers 10.12 Difficulty should be anticipated with sewer installation, depending upon the required invert

levels. Below around 1.4 to 2.0 m bgl, robust dewatering measures may be required to allow construction to take place. Trench support should also be allowed for.

Report No. 14088/1 Table I Barton Marina

BARTON MARINA

INITIAL CONCEPTUAL MODEL AND PRELIMINARY RISK ASSESSMENT

Contaminants Pathway Receptors Classification Of

Consequence

Classification of

Probability

Classification of

Risk Metals

and non-

metals

PAH TPH pH and SO4

Soil Gas

► ►

- - - Dermal contact with contaminated soil and dust

Humans Medium - severe Unlikely Low

► ► - - - Ingestion of contaminated soil and dust

Humans Medium - severe Unlikely Low

► ► - - - Inhalation of contaminated dust

Humans Medium Unlikely Low

- - - - ► Migration of ground gases into buildings

Humans Medium Low Low

► ► - - - Uptake of contaminants from soil by plants

Flora and Fauna Mild Low Moderate/Low

- - - ► - Direct contact with building substructures

Construction Materials Medium Low Moderate/Low

Notes: 1. Metals, semi metals and non-metals include arsenic, boron, cadmium, chromium, copper, lead, mercury, nickel, zinc, selenium, phenol and cyanide.

× Pollution linkage unlikely but needs consideration ► Pollution linkage possible - Pollutant linkage does not exist

APPENDIX A DRAWINGS

Drawing No. Drawing Title

14088/1 Exploratory Hole Location Plan 14088/2 Plasticity Chart

Note: PI adjusted for gravel content as required in accordance with NHBC guidance

Drawing Title Job Title

Plasticity Chart Barton Marina

Drawing Number 14088/2 Client Cameron Homes Limited

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100 110 120 130

Plas

ticity

Inde

x (%

)

Liquid Limit (%)

Plasticity Chart

Low Plasticity Medium High Plasticity Very High Plasticity Extremely High Plasticity

SF

SC

CL

ML

CI

MI

CV

MV

CH

MH

CE

ME

APPENDIX B HISTORICAL MAP EXTRACTS

Order Details

Site DetailsBarton Marina, Barton Turns, Barton under Needwood, BURTON-ON-TRENT, Staffordshire, DE13 8DZ

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

56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:

0844 844 99520844 844 9951www.envirocheck.co.uk

Page 1 of 13A Landmark Information Group Service v47.0 02-Jun-2014

Historical Map - Segment A13

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

Ordnance Survey Plan, Additional SIMs andSupply 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 Legends

Historical Mapping & Photography included:

DerbyshireStaffordshireDerbyshireStaffordshireDerbyshireStaffordshireOrdnance Survey PlanSupply of Unpublished Survey InformationAdditional SIMsAdditional SIMsLarge-Scale National Grid DataLarge-Scale National Grid Data

1:2,5001:2,5001:2,5001:2,5001:2,5001:2,5001:2,5001:2,5001:2,5001:2,5001:2,5001:2,500

1883188319011901192319231974 - 197519751991199319941996

23456789

10111213

Mapping Type Scale Date Pg

Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



DerbyshirePublished 1883Source map scale - 1:2,500The 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 GreatBritain. 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.


Map Name(s) and Date(s)

Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



StaffordshirePublished 1883Source map scale - 1:2,500The 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 GreatBritain. 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.



Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:






Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



Ordnance Survey PlanPublished 1974 - 1975Source map scale - 1:2,500The 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 GreatBritain. 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.



Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



Supply of Unpublished Survey InformationPublished 1975Source map scale - 1:2,500SUSI 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.



Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



Additional SIMsPublished 1991Source map scale - 1:2,500The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.



Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



Additional SIMsPublished 1993Source map scale - 1:2,500The SIM cards (Ordnance Survey's `Survey of Information on Microfilm') are further, minor editions of mapping which were produced and published in between the main editions as an area was updated. They date from 1947 to 1994, and contain detailed information on buildings, roads and land-use. These maps were produced at both 1:2,500 and 1:1,250 scales.



Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



Large-Scale National Grid DataPublished 1994Source map scale - 1:2,500'Large Scale National Grid Data' superseded SIM cards (Ordnance Survey's 'Survey of Information on Microfilm') in 1992, and continued to be produced until 1999. These maps were the fore-runners of digital mapping and so provide detailed information on houses and roads, but tend to show less topographic features such as vegetation. These maps were produced at both 1:2,500 and 1:1,250 scales.



Order Details



56824418_1_114088419620, 318010A1.06100

Tel:Fax:Web:



Large-Scale National Grid DataPublished 1996Source map scale - 1:2,500'Large Scale National Grid Data' superseded SIM cards (Ordnance Survey's 'Survey of Information on Microfilm') in 1992, and continued to be produced until 1999. These maps were the fore-runners of digital mapping and so provide detailed information on houses and roads, but tend to show less topographic features such as vegetation. These maps were produced at both 1:2,500 and 1:1,250 scales.



APPENDIX C

EXPLORATORY HOLE RECORDS

Well WaterStrikes Depth (m)

Depth Level Legend(m) (m AOD) Stratum Description

Project Name

Equipment:

Client: Dates:

Level:

Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole TypeBarton Marina

Groundwater encountered at 1.8 m begl during drilling.Gas and groundwater monitoring point installed upon completion.

Dynamic Percussive Sampling Rig

Cameron Homes Limited

Type

Type

Samples & In Situ TestingResults

Results

14088

Georisk Management LtdTel: 0121 553 4044email: [email protected]

-

-

08/05/2014 AIB

BH1

WLS

0.20

1.30

D

D

0.30

1.10

3.00

Grass onto grey-brown slightly gravelly clayey TOPSOIL.

(Dense) dark orange-brown slightly silty SAND and GRAVEL ofquartzite.

(Medium dense) brown slightly silty SAND and GRAVEL.

End of Borehole at 3.00 m

1

2

3

4

1:25

Sheet 1 of 1



Project Name

Equipment:

Client: Dates:

Level:

Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:


Groundwater encountered at 1.4 m begl during drilling.Borehole collapsed below 1.4 m begl.Borehole backfilled with arisings upon completion.



Type

Type


Results

14088


-

-

08/05/2014 AIB

BH2

WLS

0.40

1.001.00

2.00

D

CPTD

CPT

N=44(6,9,10,11,11,12)

N=29(3,5,7,8,7,7)

0.30

1.00

2.00

Grass onto grey-brown clayey gravelly TOPSOIL.

Dense dark orange-brown silty SAND and GRAVEL of mixedlithologies.

Dense brown silty cemented SAND and GRAVEL of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1



Project Name

Equipment:

Client: Dates:

Level:

Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:


Groundwater encountered at 2.0 m begl during drilling.Borehole collapsing below 1.7 m begl.Gas and groundwater monitoring point installed upon completion.



Type

Type


Results

14088


-

-

08/05/2014 AIB

BH3

WLS

0.80

1.00

2.00

3.00

D

CPT

CPT

CPT

N=16(2,4,4,5,4,3)

N=20(3,4,4,5,5,6)

N=24(4,5,5,6,6,7)

0.40

1.50

2.40

3.00

Brown clayey gravelly TOPSOIL.

MADE GROUND: Medium dense dark grey sandy gravel of concrete andtarmacadam.

Medium dense brown slightly silty SAND and GRAVEL of mixedlithologies.

Medium dense orange-brown silty slightly gravelly SAND.


1

2

3

4

1:25

Sheet 1 of 1



Project Name

Equipment:

Client: Dates:

Level:

Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:


Groundwater encountered at 2.0 m begl, during drilling, standing at 1.7 m begl uponcompletion.Borehole backfilled with arisings upon completion.



Type

Type


Results

14088


-

-

08/05/2014 AIB

BH4

WLS

0.50

0.901.00

1.60

2.00

D

DCPT

D

CPT

N=27(2,5,6,7,7,7)

N=37(4,6,7,10,10,10)

0.30

0.60

1.10

2.00

Grass onto brown clayey sandy TOPSOIL.

Firm brown sandy gravelly clayey SUBSOIL.

Firm to stiff yellow-brown sandy slightly gravelly CLAY.

Dense orange-brown slightly silty SAND and GRAVEL of mixedlithologies.


1

2

3

4

1:25

Sheet 1 of 1

Site:

Client:

Date: Sheet:

Depth (m)

Blow Count (N100)

N Value Depth (m)

0 - 0.1 2 3 0 - 0.10.2 3 5 0.20.3 2 3 0.30.4 3 5 0.40.5 1 2 0.50.6 2 3 0.60.7 2 3 0.70.8 2 3 0.80.9 2 3 0.91.0 3 5 1.01.1 2 3 1.11.2 2 3 1.21.3 2 3 1.31.4 4 7 1.41.5 6 10 1.51.6 6 10 1.61.7 7 12 1.71.8 6 10 1.81.9 7 12 1.92.0 7 12 2.02.1 10 17 2.12.2 9 15 2.22.3 7 12 2.32.4 8 14 2.42.5 8 14 2.52.6 9 15 2.62.7 11 19 2.72.8 11 19 2.82.9 7 12 2.93.0 6 10 3.03.1 4 7 3.13.2 4 7 3.23.3 4 7 3.33.4 5 9 3.43.5 3 5 3.53.6 3 5 3.63.7 3 5 3.73.8 4 7 3.83.9 6 10 3.94.0 7 12 4.04.1 8 14 4.14.2 8 14 4.24.3 8 14 4.34.4 10 17 4.44.5 12 20 4.54.6 12 20 4.64.7 15 26 4.74.8 13 22 4.84.9 13 22 4.95.0 13 22 5.05.1 5.15.2 5.25.3 5.35.4 5.45.5 5.55.6 5.65.7 5.75.8 5.85.9 5.96.0 6.06.1 6.16.2 6.26.3 6.36.4 6.46.5 6.56.6 6.66.7 6.76.8 6.86.9 6.97.0 7.07.1 7.17.2 7.27.3 7.37.4 7.47.5 7.57.6 7.67.7 7.77.8 7.87.9 7.98.0 8.08.1 8.18.2 8.28.3 8.38.4 8.48.5 8.58.6 8.68.7 8.78.8 8.88.9 8.99.0 9.09.1 9.19.2 9.29.3 9.39.4 9.49.5 9.59.6 9.69.7 9.79.8 9.89.9 9.9

10.0 10.00.0 0.0 0.0

Remarks: Driller:

Barton Marina


Cone Dimensions:SUPERHEAVY

GEORISK MANAGEMENTMethod:

Dynamic Probe Borehole No:DP1 08/05/14 1/1

SpektralN' Values calculated from equation N = N100*1.7

3 5

3 5

2 3 3 3 3

5 3 3 3

7 10 10

12 10

12 12

17 15

12 14 14

15 19 19

12 10

7 7 7

9 5 5 5

7 10

12 14 14 14

17 20 20

26 22 22 22

0 20 40 60 80

Blows for depth increment

Site:

Client:

Date: Sheet:

Depth (m)

Blow Count (N100)

N Value Depth (m)

0 - 0.1 2 3 0 - 0.10.2 3 5 0.20.3 9 15 0.30.4 15 26 0.40.5 28 48 0.50.6 35 60 0.60.7 0.70.8 0.80.9 0.91.0 1.01.1 1.11.2 1.21.3 1.31.4 1.41.5 1.51.6 1.61.7 1.71.8 1.81.9 1.92.0 2.02.1 2.12.2 2.22.3 2.32.4 2.42.5 2.52.6 2.62.7 2.72.8 2.82.9 2.93.0 3.03.1 3.13.2 3.23.3 3.33.4 3.43.5 3.53.6 3.63.7 3.73.8 3.83.9 3.94.0 4.04.1 4.14.2 4.24.3 4.34.4 4.44.5 4.54.6 4.64.7 4.74.8 4.84.9 4.95.0 5.05.1 5.15.2 5.25.3 5.35.4 5.45.5 5.55.6 5.65.7 5.75.8 5.85.9 5.96.0 6.06.1 6.16.2 6.26.3 6.36.4 6.46.5 6.56.6 6.66.7 6.76.8 6.86.9 6.97.0 7.07.1 7.17.2 7.27.3 7.37.4 7.47.5 7.57.6 7.67.7 7.77.8 7.87.9 7.98.0 8.08.1 8.18.2 8.28.3 8.38.4 8.48.5 8.58.6 8.68.7 8.78.8 8.88.9 8.99.0 9.09.1 9.19.2 9.29.3 9.39.4 9.49.5 9.59.6 9.69.7 9.79.8 9.89.9 9.9

10.0 10.00.0 0.0 0.0

Remarks: Driller:

1/1

SpektralN' Values calculated from equation N = N100*1.7

Barton Marina


Cone Dimensions:SUPERHEAVY

GEORISK MANAGEMENTMethod:

Dynamic Probe Borehole No:DP2 08/05/14

3 5

15 26

48 60

0 20 40 60 80

Blows for depth increment

APPENDIX D

SOIL-GAS AND GROUNDWATER MONITORING RESULTS

Soil-Gas and Groundwater Monitoring Results

Monitoring Visit No. 1 Date 20/05/14 Barometric Pressure (mb) - Weather Conditions: Overcast, slight breeze, 17.0oCSurface Ground Conditions: Dry/DampAmbient Concentration (% Volume): CH4: 0.0 CO2: 0.0 O2: 20.9Monitoring Gas Concentration Gas FlowPoint Gas Differential

Highest Steady (Lowest) Flow PressureRef: GWL CH4 CO2 CH4 CO2 O2 Rate

(m) bgl % lel % v/v (%) % lel % v/v (%) (%) litre/hr PaBH1 1.5 0.0 0.0 1.6 0.0 0.0 1.6 19.8 0.0 0BH3 Dry (1.54) 0.0 0.0 1.2 0.0 0.0 1.2 19.9 0.0 0

Monitoring Visit No. 2 Date 03/06/14 Barometric Pressure (mb) - Weather Conditions: Overcast, 16.0oC.Surface Ground Conditions: Dry/DampAmbient Concentration (% Volume): CH4: 0.0 CO2: 0.0 O2: 21.0Monitoring Gas Concentration Gas FlowPoint Gas Differential


(m) bgl % lel % v/v (%) % lel % v/v (%) (%) litre/hr PaBH1* 1.50 0.0 0.0 2.1 0.0 0.0 2.1 18.2 0.0 0BH3 Dry (1.53) 0.0 0.0 2.6 0.0 0.0 2.5 17.7 0.0 0

*Ants

Monitoring Visit No. 3 Date Barometric Pressure (mb) - Weather Conditions:Surface Ground Conditions:Ambient Concentration (% Volume): CH4: 0.0 CO2: 0.0 O2:Monitoring Gas Concentration Gas FlowPoint Gas Differential


(m) bgl % lel % v/v (%) % lel % v/v (%) (%) litre/hr Pa

NotesGI - GA2000 Gas Concentration/Atmospheric Pressure (m) bgl - metres below ground levelGI - GA2000 Borehole Gas Flow Rate/Borehole PressureSolinst combined dip meter and interface meter - Groundwater Level (GWL)

Job Title: Job No:14088

Client: Table Number:Barton Marina

Cameron Homes Limited 1

1000

Equipment Used: Geotechnical Instruments (GI) and Solinst

1007

APPENDIX E CHEMICAL TEST RESULTS

This certificate should not be reproduced, except in full, without the express permission of the laboratory.

The results included within the report are representative of the samples submitted for analysis.

Iss No 14-54322-1

Page 1 of 5

Analytical Report Number: 14-54322

Project / Site name: Barton Marina

Your Order No: 14088

Lab Sample Number 337775 337776 337777 337778 337779

Sample Reference BH1 BH1 BH2 BH2 BH3

Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied

Depth (m) 0.20 1.30 0.40 1.00 0.80

Date Sampled 08/05/2014 08/05/2014 08/05/2014 08/05/2014 08/05/2014

Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied

Analytical Parameter

(Soil Analysis)

Units

Limit o

f

detectio

n

Accreditatio

n

Status

Stone Content % 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1 < 0.1

Moisture Content % N/A NONE 8.2 3.9 6.7 4.0 1.9

Total mass of sample received kg 0.001 NONE 0.67 0.67 0.56 0.84 0.69

General Inorganics

pH pH Units N/A MCERTS 6.5 - 6.9 - 8.0

Total Cyanide mg/kg 1 MCERTS < 1 - < 1 - < 1

Water Soluble Sulphate (Soil Equivalent) g/l 0.0025 MCERTS 0.017 0.014 0.020 0.023 0.064Water Soluble Sulphate as SO 4 (2:1) mg/kg 2.5 MCERTS 17 14 20 23 64

Water Soluble Sulphate (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 0.0085 0.0070 0.0098 0.012 0.032

Total Phenols

Total Phenols (monohydric) mg/kg 2 MCERTS < 2.0 - < 2.0 - < 2.0

Speciated PAHs

Naphthalene mg/kg 0.05 MCERTS < 0.05 - < 0.05 - < 0.05

Acenaphthylene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Acenaphthene mg/kg 0.1 MCERTS < 0.10 - < 0.10 - < 0.10

Fluorene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Phenanthrene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Anthracene mg/kg 0.1 MCERTS < 0.10 - < 0.10 - < 0.10

Fluoranthene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Pyrene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Benzo(a)anthracene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Chrysene mg/kg 0.05 MCERTS < 0.05 - < 0.05 - < 0.05

Benzo(b)fluoranthene mg/kg 0.1 MCERTS < 0.10 - < 0.10 - < 0.10

Benzo(k)fluoranthene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Benzo(a)pyrene mg/kg 0.1 MCERTS < 0.10 - < 0.10 - < 0.10

Indeno(1,2,3-cd)pyrene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Dibenz(a,h)anthracene mg/kg 0.2 MCERTS < 0.20 - < 0.20 - < 0.20

Benzo(ghi)perylene mg/kg 0.05 MCERTS < 0.05 - < 0.05 - < 0.05

Total PAH

Speciated Total EPA-16 PAHs mg/kg 1.6 MCERTS < 1.6 - < 1.6 - < 1.6

Heavy Metals / Metalloids

Arsenic (aqua regia extractable) mg/kg 1 MCERTS 7.8 - 6.1 - < 1.0

Boron (water soluble) mg/kg 0.2 MCERTS 1.0 - 0.4 - 0.2

Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS 0.2 - < 0.2 - 0.4

Chromium (aqua regia extractable) mg/kg 1 MCERTS 20 - 13 - 1.5

Copper (aqua regia extractable) mg/kg 1 MCERTS 20 - 15 - 14

Lead (aqua regia extractable) mg/kg 2 MCERTS 32 - 21 - 7.1

Mercury (aqua regia extractable) mg/kg 0.3 MCERTS < 0.3 - < 0.3 - < 0.3

Nickel (aqua regia extractable) mg/kg 2 MCERTS 15 - 10 - 6.1

Selenium (aqua regia extractable) mg/kg 1 MCERTS < 1.0 - < 1.0 - < 1.0

Zinc (aqua regia extractable) mg/kg 2 MCERTS 78 - 50 - 18



Iss No 14-54322-1

Page 2 of 5

Analytical Report Number: 14-54322


Your Order No: 14088

Lab Sample Number

Sample Reference

Sample Number

Depth (m)

Date Sampled

Time Taken

Analytical Parameter

(Soil Analysis)

Units

Limit o

f

detectio

n

Accreditatio

n

Status

Stone Content % 0.1 NONE

Moisture Content % N/A NONE

Total mass of sample received kg 0.001 NONE

General Inorganics

pH pH Units N/A MCERTS

Total Cyanide mg/kg 1 MCERTS

Water Soluble Sulphate (Soil Equivalent) g/l 0.0025 MCERTS

Water Soluble Sulphate as SO 4 (2:1) mg/kg 2.5 MCERTS

Water Soluble Sulphate (2:1 Leachate Equivalent) g/l 0.00125 MCERTS

Total Phenols

Total Phenols (monohydric) mg/kg 2 MCERTS

Speciated PAHs

Naphthalene mg/kg 0.05 MCERTS

Acenaphthylene mg/kg 0.2 MCERTS

Acenaphthene mg/kg 0.1 MCERTS

Fluorene mg/kg 0.2 MCERTS

Phenanthrene mg/kg 0.2 MCERTS

Anthracene mg/kg 0.1 MCERTS

Fluoranthene mg/kg 0.2 MCERTS

Pyrene mg/kg 0.2 MCERTS

Benzo(a)anthracene mg/kg 0.2 MCERTS

Chrysene mg/kg 0.05 MCERTS

Benzo(b)fluoranthene mg/kg 0.1 MCERTS

Benzo(k)fluoranthene mg/kg 0.2 MCERTS

Benzo(a)pyrene mg/kg 0.1 MCERTS

Indeno(1,2,3-cd)pyrene mg/kg 0.2 MCERTS

Dibenz(a,h)anthracene mg/kg 0.2 MCERTS

Benzo(ghi)perylene mg/kg 0.05 MCERTS

Total PAH

Speciated Total EPA-16 PAHs mg/kg 1.6 MCERTS

Heavy Metals / Metalloids

Arsenic (aqua regia extractable) mg/kg 1 MCERTS

Boron (water soluble) mg/kg 0.2 MCERTS

Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS

Chromium (aqua regia extractable) mg/kg 1 MCERTS

Copper (aqua regia extractable) mg/kg 1 MCERTS

Lead (aqua regia extractable) mg/kg 2 MCERTS

Mercury (aqua regia extractable) mg/kg 0.3 MCERTS

Nickel (aqua regia extractable) mg/kg 2 MCERTS

Selenium (aqua regia extractable) mg/kg 1 MCERTS

Zinc (aqua regia extractable) mg/kg 2 MCERTS

337780 337781

BH4 BH4

None Supplied None Supplied

0.50 1.60

08/05/2014 08/05/2014

None Supplied None Supplied

< 0.1 < 0.1

10 5.2

0.80 0.79

7.4 -

< 1 -

0.021 0.03021 30

0.011 0.015

< 2.0 -

< 0.05 -

< 0.20 -

< 0.10 -

< 0.20 -

< 0.20 -

< 0.10 -

< 0.20 -

< 0.20 -

< 0.20 -

< 0.05 -

< 0.10 -

< 0.20 -

< 0.10 -

< 0.20 -

< 0.20 -

< 0.05 -

< 1.6 -

8.4 -

0.9 -

< 0.2 -

17 -

13 -

23 -

< 0.3 -

10 -

< 1.0 -

48 -



Iss No 14-54322-1

Page 3 of 5

Analytical Report Number : 14-54322


Lab Sample

Number

Sample

Reference

Sample

NumberDepth (m) Sample Description *

337775 BH1 None Supplied 0.20 Brown topsoil and clay with gravel and vegetation.

337776 BH1 None Supplied 1.30 Light brown sand with gravel.

337777 BH2 None Supplied 0.40 Brown topsoil and clay with gravel and vegetation.

337778 BH2 None Supplied 1.00 Light brown sand with gravel.

337779 BH3 None Supplied 0.80 Grey sandy gravel. **

337780 BH4 None Supplied 0.50 Brown topsoil and clay with vegetation.

337781 BH4 None Supplied 1.60 Light brown sandy gravel. **

** Non MCerts Matrix

* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS

validation. The laboratory is accredited for sand, clay and topsoil/loam soil types. Data for unaccredited types of solid should be interpreted with care.

========================================================================================================= Stone content

of a sample is calculated as the % weight of the stones not passing a 2 mm sieve. Results are not corrected for stone content.



Iss No 14-54322-1

Page 4 of 5

Analytical Report Number : 14-54322


Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW)

Analytical Test Name Analytical Method Description Analytical Method ReferenceMethod

number

Wet / Dry

Analysis

Accreditation

Status

Boron, water soluble, in soil Determination of water soluble boron in soil by hot

water extract followed by ICP-OES.

In-house method based on Second Site

Properties version 3

L038-PL D MCERTS

Metals in soil by ICP-OES Determination of metals in soil by aqua-regia

digestion followed by ICP-OES.

In-house method based on MEWAM 2006

Methods for the Determination of Metals in

Soil.

L038-PL D MCERTS

Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 3,

1990, Chemical and Electrochemical Tests

L019-UK/PL W NONE

Monohydric phenols in soil Determination of phenols in soil by extraction with

sodium hydroxide followed by distillation followed

by colorimetry.

In-house method based on Examination of

Water and Wastewater 20th Edition:

Clesceri, Greenberg & Eaton (skalar)

L080-PL W MCERTS

pH in soil Determination of pH in soil by addition of water

followed by electrometric measurement.

In-house method based on BS1377 Part 3,


L005-PL W MCERTS

Speciated EPA-16 PAHs in soil Determination of PAH compounds in soil by

extraction in dichloromethane and hexane followed

by GC-MS with the use of surrogate and internal

standards.

In-house method based on USEPA 8270 L064-PL D MCERTS

Stones content of soil Standard preparation for all samples unless

otherwise detailed. Stones not passing through a

10 mm sieve is determined gravimetrically and

reported as a percentage of the dry weight.

Sample results are not corrected for the stone

In-house method based on British Standard

Methods and MCERTS requirements.

L019-UK/PL D NONE

Sulphate, water soluble, in soil Determination of water soluble sulphate by

extraction with water followed by ICP-OES. Results

reported corrected for extraction ratio (soil

equivalent) as g/l and mg/kg; and upon the 2:1

leachate (g/l).

In-house method based on BS1377 Part 3,


L038-PL D MCERTS

Total cyanide in soil Determination of total cyanide by distillation

followed by colorimetry.

In-house method based on Examination of

Water and Wastewater 20th Edition:

Clesceri, Greenberg & Eaton (Skalar)

L080-PL W MCERTS

For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom.

For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland.

Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture

correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.



Iss No 14-54322-1

Page 5 of 5

APPENDIX F

GEOTECHNICAL TEST RESULTS

Client: Georisk Management 50181342/14/01

Client Address: F2 Summit Point DAM0046879

Summit Crescent Industrial Estate

Smethwick, Birmingham 14088

Postcode: B66 1BT Client

Contact: Andy Bonner Not Advised

16.05.14

Site: Barton Marina 21.05.14-22.05.14

Disturbed

Test Results:

BH4 0.90 Brown sandy CLAY 27 14

Sample Preparation:

*

**

Certified that the laboratory testing was carried out in accordance with BS 1377-2: 1990: Method 3.2, 4.4 and 5

Page: 1 of 1 [�] M. Carr - Section Manager

Date Reported: 23.05.14 Signed [ ] D. Berrill - Laboratory Manager

For and on behalf of Environmental Scientifics Group

Date Received:

Tested From:

Sample Type:

Plastic

Limit

Plasticity

Index

13

Actual % passing 425µm BS Test Sieve from separate grading analysis

Washed over 425µm BS Test Sieve

As Received

Laboratory

Reference

% Passing

425µm

(Estimated)

Location Description

15 100

Liquid

Limit

Moisture

Content

(%)

45210412

Sampled by:

Date Sampled:

Depth (m)

Opinions and interpretations expressed herein are outside the scope of UKAS accreditation

This Test Report may not be reproduced other than in full, except with the prior written approval of the issuing laboratory

Environmental Scientifics Group. Registered in England No. 2880501. Registered Office: ESG House, Bretby Business Park, Ashby Road, Burton on Trent DE15 0YZ

abc0001

Client Reference:

Batch Number:

Report No:

Determination of Moisture Content and Atterberg Limits

TE

ST

RE

PO

RTEnvironmental Scientifics Group

2 Newton Close

Drayton Fields Industrial Estate

Daventry

Northants NN11 8RR

Telephone: +44 (0) 1327 703828

Facsimile: +44 (0) 1327 300154

APPENDIX G ENVIROCHECK SUPPORTING INFORMATION

Order Details


Order Number:Customer Ref:National Grid Reference:Slice:Site Area (Ha):

56824418_1_114088419620, 318010A1.06

Tel:Fax:Web:



Site Sensitivity Map - Segment A13

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:



Site Sensitivity Map - Slice A

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:



Flood Map - Slice A

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:



Borehole Map - Slice A

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.

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:



EA Detailed River Network Map - Slice A

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:



Site Sensitivity Context Map - Slice A

Groundwater Vulnerability

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:




Bedrock Aquifer Designation

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:




Superficial Aquifer Designation

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:




Source Protection Zones

Order Details



56824418_1_114088419620, 318010A1.061000

Tel:Fax:Web:




Sensitive Land Uses

Order Number: 56824418_1_1 Date: 02-Jun-2014 rpr_ec_datasheet v47.0 A Landmark Information Group Service

Datasheet

Order Details:Order Number:

Customer Reference:

National Grid Reference:

Slice:

Site Area (Ha):

Search Buffer (m):

Site Details:

Client Details:

56824418_1_1

14088

419620, 318010

A

1.06

1000

Barton MarinaBarton Turns, Barton under NeedwoodBURTON-ON-TRENTStaffordshireDE13 8DZ

Mr M GillGeorisk Management LimitedSummit PointSummit Crescent Industrial EstateSmethwickBirminghamB66 1BT

Report:®Envirocheck


Summary

Agency & Hydrological

Waste

Hazardous Substances

Geological

Industrial Land Use

Sensitive Land Use

Data Currency

Data Suppliers

Useful Contacts

Introduction

Copyright Notice

Natural England Copyright Notice

Ove Arup Copyright Notice

Peter Brett Associates Copyright Notice

Radon Potential dataset Copyright Notice

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 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 the attached 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 2014. 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 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.

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.

The Data provided in this report was obtained on Licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The information and data supplied in the product are 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 enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.

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

Report Section Page Number

Contents

Report Version v47.0

-

1

20

-

22

27

28

29

34

35


Summary

Data Type PageNumber On Site 0 to 250m 251 to 500m


501 to 1000m

Contaminated Land Register Entries and Notices

Discharge Consents

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

Prosecutions Relating to Controlled Waters

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


Bedrock Aquifer Designations

Superficial Aquifer Designations


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

Detailed River Network Lines

Detailed River Network Offline Drainage

Yes

Yes

Yes

Yes

Yes

Yes

2

1

n/a

n/a

n/a

Yes

Yes

Yes

14

2

1

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

Yes

6

1

2

2

2

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

(*27)

(*up to 2000m)

pg 1

pg 6

pg 6

pg 6

pg 7

pg 7

pg 7

pg 15

pg 15

pg 15

pg 15

pg 16

pg 16


Summary


Waste


Geological

501 to 1000m

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 Recorded Landfill Sites

Registered Landfill Sites

Registered Waste Transfer Sites

Registered Waste Treatment or Disposal Sites

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Consents

Planning Hazardous Substance Enforcements

BGS 1:625,000 Solid Geology

BGS Estimated Soil Chemistry

BGS Recorded Mineral Sites

BGS Urban Soil Chemistry

BGS Urban Soil Chemistry Averages

Brine Compensation Area

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

Yes

Yes

Yes

Yes

Yes

n/a

n/a

n/a

n/a

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

n/a

n/a

2

4

n/a

Yes

5

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

(*up to 2000m)

pg 20

pg 20

pg 22

pg 22

pg 25

pg 26

pg 26

pg 26


Summary


Industrial Land Use

Sensitive Land Use

501 to 1000m

Contemporary Trade Directory Entries

Fuel Station Entries

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

1

1 3 n/a

(*up to 2000m)

pg 27

pg 28

Order Number: 56824418_1_1 Date: 02-Jun-2014 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 1 of 35


MapID Details

QuadrantReference (Compass Direction)

EstimatedDistanceFrom Site

Contact NGR

1

1

2

2

Discharge Consents

Discharge Consents

Discharge Consents

Discharge Consents

A13NE(N)

A13NE(N)

A13NW(NW)

A13NW(NW)

245

245

279

279

1

1

1

1

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:


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:Positional Accuracy:

Mr B C MorganUndefined Or OtherMr B C Morgan Barton Marina, Radhurst Farm, Barton Under Needwood, Burton, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35256/T127th January 199827th January 199818th December 1998Discharge Of Other Matter-MinewaterFreshwater Stream/River

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

Unknown OperatorNot GivenBarton Marina, Nature Reserve, Fishing Lake; Radhurst Farm, Barton Under Needwood, Burton On TrentEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveCT/24/22866/T1Not SuppliedNot SuppliedNot SuppliedNot SuppliedTrade Discharge - Process WaterFreshwater Stream/River

Barton BrookNot SuppliedLocated by supplier to within 100m

Severn Trent Water LimitedSewerage Network - Sewers - Water CompanyBarton-Under-Needwood Sso, Barton-Under-Needwood, Barton, Barton-Under-NeedwoodEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/30265/O130th January 199630th January 1996Not SuppliedPublic Sewage: Storm Sewage OverflowFreshwater Stream/River

Barton BrookPost National Rivers Authority Legislation where issue date > 31/08/1989Located by supplier to within 10m

Severn Trent Water LimitedNot GivenBarton Under Needwood, Combined SewerEnvironment Agency, Midlands RegionNot GivenT/24/20481/O/1Not SuppliedNot Supplied20th July 1990Not SuppliedSewage Effluent Discharge-Storm EffluentFreshwater Stream/River

Barton BrookNot SuppliedLocated by supplier to within 100m

419700318330

419700318330

419460318330

419460318330



MapID Details



Contact NGR

3

3

3

3

Discharge Consents

Discharge Consents

Discharge Consents

Discharge Consents

A13NE(NE)

A13NE(NE)

A13NE(NE)

A13NE(NE)

354

354

354

354

1

1

1

1

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








Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R531st March 201031st March 2010Not SuppliedSewage Discharges - Stw Storm Overflow/Storm Tank - Water CompanyFreshwater Stream/River

Tributary Of The River TrentNew Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995)Located by supplier to within 10m

Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R41st January 201014th October 200830th March 2010Sewage Discharges - Stw Storm Overflow/Storm Tank - Water CompanyFreshwater Stream/River


Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R125th March 200225th March 200230th March 2002Sewage Discharges - Stw Storm Overflow/Storm Tank - Water CompanyFreshwater Stream/River


Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R231st March 200225th March 200230th December 2005Sewage Discharges - Stw Storm Overflow/Storm Tank - Water CompanyFreshwater Stream/River


419890318340

419890318340

419890318340

419890318340



MapID Details



Contact NGR

3

3

3

4

Discharge Consents

Discharge Consents

Discharge Consents

Discharge Consents

A13NE(NE)

A13NE(NE)

A13NE(NE)

A14NW(NE)

354

354

354

426

1

1

1

1







Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R331st December 200525th March 200231st December 2009Sewage Discharges - Stw Storm Overflow/Storm Tank - Water CompanyFreshwater Stream/River


Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/08372/R117th February 198117th February 198124th March 2002Sewage Discharges - Stw Storm Overflow/Storm Tank - Water CompanyFreshwater Stream/River

Tributary Of The River TrentPre National Rivers Authority Legislation where issue date < 01/09/1989Located by supplier to within 100m

Severn Trent Water LimitedSewage Disposal Works - Water CompanyMeasham StwEnvironment Agency, Midlands RegionUpper Trent CatchmentWq71550120th May 1981Not Supplied22nd December 1995UnknownNot Supplied

Not SuppliedAuthorisation revokedRevokedLocated by supplier to within 10m

Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R531st March 201031st March 2010Not SuppliedSewage Discharges - Final/Treated Effluent - Water CompanyFreshwater Stream/River


419890318340

419900318330

419900318330

420030318270



MapID Details



Contact NGR

4

4

4

4

Discharge Consents

Discharge Consents

Discharge Consents

Discharge Consents

A14NW(NE)

A14NW(NE)

A14NW(NE)

A14NW(NE)

426

426

426

426

1

1

1

1









Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R41st January 201014th October 200830th March 2010Sewage Discharges - Final/Treated Effluent - Water CompanyFreshwater Stream/River


Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R331st December 200525th March 200231st December 2009Sewage Discharges - Final/Treated Effluent - Water CompanyFreshwater Stream/River


Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/35673/R231st March 200225th March 200230th December 2005Sewage Discharges - Final/Treated Effluent - Water CompanyFreshwater Stream/River


Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionUpper Trent CatchmentT/24/35673/R331st December 200525th March 2002Not SuppliedDischarge Of Other Matter-Crude EffluentFreshwater Stream/River


420030318270

420030318270

420030318270

420030318270



MapID Details



Contact NGR

5

5

6

7

Discharge Consents

Discharge Consents

Discharge Consents

Discharge Consents

A14NW(NE)

A14NW(NE)

A14SW(E)

A12NE(W)

507

507

534

599

1

1

1

1






Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/08372/R117th February 198117th February 198124th March 2002Sewage Discharges - Final/Treated Effluent - Water CompanyFreshwater Stream/River


Severn Trent Water LimitedSewage Disposal Works - Water CompanyBarton-Under-Needwood Stw, Barton-Under-Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveT/24/08372/R225th March 200217th February 198130th March 2002Sewage Discharges - Final/Treated Effluent - Water CompanyFreshwater Stream/River


R H BennettNot Given405 Barton Turns, Barton Under Needwood, BURTON UPON TRENT, StaffordshireEnvironment Agency, Midlands RegionNot Given3/28/24/0020/1Not SuppliedNot Supplied30th September 1965Not SuppliedSewage EffluentGroundwater

Not SuppliedNot SuppliedLocated by supplier to within 100m

Severn Trent Water LimitedSewerage Network - Sewers - Water CompanyBarton Under Needwood Village, Barton Under Needwood, StaffordshireEnvironment Agency, Midlands RegionTrent Catchment To Confluence With DoveDt/6742123rd May 196323rd May 1963Not SuppliedPublic Sewage: Storm Sewage OverflowFreshwater Stream/River

River Trent (Non Tidal) (Trib)Pre National Rivers Authority Legislation where issue date < 01/09/1989Manually corrected supplier location

420130318240

420130318240

420200317900

419000318200



MapID Details



Contact NGR

8

9

10

11

12

Discharge Consents

Discharge Consents





A9NW(SE)

A14NE(E)

A14SW(E)

A13SW(S)

A13NE(NE)

A12NE(NW)

690

878

533

0

368

474

1

1

2

-

1

1



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

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


P RaysonNot GivenFatho9Lms, Barton Turns, BARTON-UNDER-NEEDWOOD, StaffordshireEnvironment Agency, Midlands RegionNot GivenWQ/72/563/1Not SuppliedNot Supplied23rd June 1976Not SuppliedSewage EffluentGroundwater

Not SuppliedNot SuppliedLocated by supplier to within 100m

British Railways BoardNot GivenBarton And Walton Station /Station House, LEICESTEREnvironment Agency, Midlands RegionNot GivenDT/6523/1Not SuppliedNot Supplied28th May 1963Not SuppliedSewage Treatment Works - Final EffluentFreshwater Stream/River

River Trent (Non-Tidal)Not SuppliedLocated by supplier to within 100m

Intier Automotives Interior LtdBarton Business Park, Barton Under Needwood, De13 8bxEast Staffordshire Borough Council, Environmental Health DepartmentEP 05413th October 2011Local Authority Pollution Prevention and ControlPG6/23 Coating of metal and plasticPermittedLocated by supplier to within 10m

ArableDownstream Of, Sewage Treatment Works, BARTON-UNDER-NEEDWOODEnvironment Agency, Midlands RegionOrganic Wastes: OtherAmenity Affected; Barton Brook; Elevated Ammonia25th February 19972702061Trent Catchment : Trent To Confluence With DoveWatercourseOther Incident/UnknownCategory 3 - Minor IncidentLocated by supplier to within 100m

Miscellaneous Premises: OtherBARTON-UNDER-NEEDWOODEnvironment Agency, Midlands RegionMiscellaneous - OtherGasping Fish; Fish Effected25th August 19972002190Trent Catchment : Trent To Confluence With DovePond/LakeAlgal BloomCategory 2 - Significant IncidentLocated by supplier to within 100m

420200317500

420500318300

420200317922

419617317951

419900318350

419200318350



MapID Details



Contact NGR

13

14

15

16

17



River Quality



Water Abstractions

A12NE(NW)

A14NE(NE)

A13SE(SE)

A9NW(SE)

A14SE(E)

A8NE(S)

559

705

126

551

648

341

1

1

1

1

1

1



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

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

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

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:

Domestic/ResidentialBarton Under Needwood PondEnvironment Agency, Midlands RegionOils - Waste OilPond; Dead Fish; Fish Killed; Amenity Affected9th October 19951700096Trent Catchment : Trent To Confluence With DoveWatercourseDeliberate Disposal To DrainCategory 2 - Significant IncidentLocated by supplier to within 100m

Ships/BoatsBridge 37B, BARTON-UNDER-NEEDWOODEnvironment Agency, Midlands RegionOils - UnknownAmenity Affected; Trent & Mersey Canal; Diesel Leak From Boat14th August 19962001146Trent Catchment : Trent To Confluence With DoveCanalOther Incident/UnknownCategory 3 - Minor IncidentLocated by supplier to within 100m

Trent & MerseyRiver Quality CR. Trent Wychnor To Branston Br8

Flow greater than 80 cumecsCanal2000

Environment Agency - Midlands Region, Upper Trent Area9th September 2002106549Category 2 - Significant IncidentCategory 4 - No ImpactCategory 4 - No ImpactLocated by supplier to within 100mOils - Diesel (Including Agricultural)

Environment Agency - Midlands Region, Upper Trent Area13th September 2002107977Category 2 - Significant IncidentCategory 4 - No ImpactCategory 4 - No ImpactLocated by supplier to within 10mOils - Diesel (Including Agricultural)

Ja & Dw Heathcote03/28/24/00821Not SuppliedNew Cottage Nurseries Environment Agency, Midlands RegionSpray IrrigationNot SuppliedSurface3411364MillstreamNot SuppliedNot SuppliedNot SuppliedNot SuppliedLocated by supplier to within 100m

419100318350

420300318350

419755317848

420000317500

420314317990

419700317600



MapID Details



Contact NGR

18

18

Water Abstractions

Water Abstractions

Water Abstractions

Water Abstractions

A12NE(NW)

A12NE(NW)

A20SW(NE)

A4NW(S)

567

567

1069

1091

1

1

1

1





Barton-Under-Needwood Parish Council03/28/24/0098100Barton BrookEnvironment Agency, Midlands RegionPrivate Non-Industrial Amenity: Lake And Pond ThroughflowWater may be abstracted from a single pointSurfaceNot SuppliedNot SuppliedFish Pond, Barton-Under-Needwood01 April31 March1st April 2008Not SuppliedLocated by supplier to within 100m

Barton-Under-Needwood Parish Council03/28/24/0098100Barton BrookEnvironment Agency, Midlands RegionPrivate Non-Industrial Amenity: Make-Up Or Top Up WaterWater may be abstracted from a single pointSurfaceNot SuppliedNot SuppliedFish Pond, Barton-Under-Needwood01 April31 March1st April 2008Not SuppliedLocated by supplier to within 10m

Statfold Seed Oil Developments Limited03/28/24/01181Statfold Seed Oil Developments- BoreholeEnvironment Agency, Midlands RegionExtractive: Non-Evaporative CoolingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedStatfold Seed Oil Developments, Graycar Business Park, Barton Turns01 April31 March8th December 2003Not SuppliedLocated by supplier to within 10m

Mercer Farming Ltd03/28/07/0067100Blakenhall Park - River Trent/Old River Trent Reach 3Environment Agency, Midlands RegionGeneral Agriculture: Transfer Between SourcesWater may be abstracted from a river or stream reach, or a row of wellpointsSurfaceNot SuppliedNot SuppliedBlakenhall Park01 April31 October22nd January 1991Not SuppliedLocated by supplier to within 10m

419050318260

419050318260

420640318480

420030316910



MapID Details



Contact NGR

Water Abstractions

Water Abstractions

Water Abstractions

Water Abstractions

A4NW(S)

A16SW(W)

A16SW(W)

(S)

1091

1642

1642

1678

1

1

1

1





Mercer Farming Ltd03/28/07/0067100Blakenhall Park - River Trent/Old River Trent Reach 3Environment Agency, Midlands RegionGeneral Agriculture: Spray Irrigation - DirectWater may be abstracted from a river or stream reach, or a row of wellpointsSurfaceNot SuppliedNot SuppliedBlakenhall Park01 April31 October22nd January 1991Not SuppliedLocated by supplier to within 10m

M G & B Mycock03/28/24/0083101River Trent - Unnamed Tributary (B)Environment Agency, Midlands RegionGeneral Agriculture: Spray Irrigation - DirectWater may be abstracted from a single pointSurfaceNot SuppliedNot SuppliedBarton Park Farm - Unnamed Tributary River Trent01 April31 March28th August 2002Not SuppliedLocated by supplier to within 100m

J Mycock & Sons03/28/24/0083100River Trent - Unnamed Tributary (B)Environment Agency, Midlands RegionGeneral Agriculture: Spray Irrigation - DirectWater may be abstracted from a single pointSurfaceNot SuppliedNot SuppliedBarton Park Farm - Unnamed Tributary River Trent01 April31 March2nd June 1982Not SuppliedLocated by supplier to within 10m

Hanson Quarry Products Europe Ltd03/28/24/0103101Barton Pit - LagoonEnvironment Agency, Midlands RegionExtractive: Mineral WashingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedLand At Barton Pit - Lagoon01 April31 March13th August 2012Not SuppliedLocated by supplier to within 10m

420030316910

418000318500

418000318500

419840316270



MapID Details



Contact NGR

Water Abstractions

Water Abstractions

Water Abstractions

Water Abstractions

(S)

(S)

(S)

(S)

1678

1678

1678

1678

1

1

1

1





Hanson Quarry Products Europe Ltd03/28/24/0106101Barton Pit - LagoonEnvironment Agency, Midlands RegionMineral Products: Dust SuppressionWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedBarton Pit, Barton-Under-Needwood01 April31 March13th August 2012Not SuppliedLocated by supplier to within 10m

Hanson Quarry Products Europe Ltd03/28/24/0106101Barton Pit - LagoonEnvironment Agency, Midlands RegionMineral Products: Process WaterWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedBarton Pit, Barton-Under-Needwood01 April31 March13th August 2012Not SuppliedLocated by supplier to within 10m

Hanson Quarry Products Europe Ltd03/28/24/0106100Barton Pit - LagoonEnvironment Agency, Midlands RegionMineral Products: Dust SuppressionWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedBarton Pit, Barton-Under-Needwood01 April31 March8th September 1997Not SuppliedLocated by supplier to within 10m

Hanson Quarry Products Europe Ltd03/28/24/0106100Barton Pit - LagoonEnvironment Agency, Midlands RegionMineral Products: Process WaterWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedBarton Pit, Barton-Under-Needwood01 April31 March8th September 1997Not SuppliedLocated by supplier to within 10m

419840316270

419840316270

419840316270

419840316270



MapID Details



Contact NGR

Water Abstractions

Water Abstractions

Water Abstractions

Water Abstractions

(S)

(S)

(S)

(S)

1678

1678

1678

1678

1

1

1

1





Hanson Quarry Products Europe Ltd03/28/24/0106100 Barton Pit - LagoonEnvironment Agency, Midlands RegionMineral Products: Process WaterWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedBarton Pit, Barton-Under-Needwood01 April31 March8th September 1997Not SuppliedLocated by supplier to within 10m

Hanson Quarry Products Europe Ltd03/28/24/0106100 Barton Pit - LagoonEnvironment Agency, Midlands RegionMineral Products: Dust SuppressionWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedBarton Pit, Barton-Under-Needwood01 April31 March8th September 1997Not SuppliedLocated by supplier to within 10m

Hanson Quarry Products Europe Ltd03/28/24/0103100Barton Pit - LagoonEnvironment Agency, Midlands RegionExtractive: Mineral WashingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedLand At Barton Pit - Lagoon01 April31 March27th June 1995Not SuppliedLocated by supplier to within 10m

Hanson Quarry Products Europe Ltd03/28/24/0103100 Barton Pit - LagoonEnvironment Agency, Midlands RegionExtractive: Mineral WashingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedLand At Barton Pit - Lagoon01 April31 March27th June 1995Not SuppliedLocated by supplier to within 100m

419840316270

419840316270

419840316270

419840316270



MapID Details



Contact NGR

Water Abstractions

Water Abstractions

Water Abstractions

Water Abstractions

A25NW(NE)

A25NW(NE)

A25NW(NE)

A25NW(NE)

1766

1810

1810

1810

1

1

1

1





Douglas Concrete & Aggregates Ltd.03/28/24/0043100Newbold Gravel PitEnvironment Agency, Midlands RegionExtractive: Mineral WashingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNewbold Gravel Pit01 April31 March9th February 1966Not SuppliedLocated by supplier to within 100m

Aggregate Industries Uk Limited03/28/24/0043104Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: General Use (Medium Loss)Water may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 April31 March3rd May 2011Not SuppliedLocated by supplier to within 10m

Aggregate Industries Uk Limited03/28/24/0043104Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: Mineral WashingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 April31 March3rd May 2011Not SuppliedLocated by supplier to within 10m

Aggregate Industries Uk Limited03/28/24/0043104Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: General Use (Very Low Loss)Water may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 April31 March3rd May 2011Not SuppliedLocated by supplier to within 10m

420700319500

420720319540

420720319540

420720319540



MapID Details



Contact NGR

Water Abstractions

Water Abstractions

Water Abstractions

Water Abstractions

A25NW(NE)

A25NW(NE)

A25NW(NE)

A25NW(NE)

1810

1810

1810

1810

1

1

1

1





Aggregate Industries Uk Limited03/28/24/0043103Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: General Use (Very Low Loss)Water may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 April31 March9th March 2010Not SuppliedLocated by supplier to within 10m

Aggregate Industries Uk Limited03/28/24/0043103Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: General Use (Medium Loss)Water may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 April31 March9th March 2010Not SuppliedLocated by supplier to within 10m

Aggregate Industries Uk Limited03/28/24/0043103Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: Mineral WashingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 April31 March9th March 2010Not SuppliedLocated by supplier to within 10m

Aggregate Industries Uk Limited03/28/24/0043102Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: General Use (Medium Loss)Water may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedArea At Newbold Gravel Pit01 April31 March20th August 2001Not SuppliedLocated by supplier to within 10m

420720319540

420720319540

420720319540

420720319540



MapID Details



Contact NGR

Water Abstractions

Water Abstractions

Water Abstractions

Water Abstractions

A25NW(NE)

A25NW(NE)

(W)

(W)

1810

1810

1912

1912

1

1

1

1





Aggregate Industries Uk Limited03/28/24/0043102Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: General Use (Very Low Loss)Water may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedArea At Newbold Gravel Pit01 April31 March20th August 2001Not SuppliedLocated by supplier to within 10m

Aggregate Industries Uk Limited03/28/24/0043102Newbold Quarry, Barton-Under-Needwood - LagoonEnvironment Agency, Midlands RegionExtractive: Mineral WashingWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedArea At Newbold Gravel Pit01 April31 March20th August 2001Not SuppliedLocated by supplier to within 10m

M G & B Mycock03/28/24/0083101River Trent - Unnamed Tributary (A)Environment Agency, Midlands RegionGeneral Agriculture: Spray Irrigation - DirectWater may be abstracted from a single pointSurfaceNot SuppliedNot SuppliedBarton Park Farm - Unnamed Tributary River Trent01 April31 March28th August 2002Not SuppliedLocated by supplier to within 100m

J Mycock & Sons03/28/24/0083100River Trent - Unnamed Tributary (A)Environment Agency, Midlands RegionGeneral Agriculture: Spray Irrigation - DirectWater may be abstracted from a single pointSurfaceNot SuppliedNot SuppliedBarton Park Farm - Unnamed Tributary River Trent01 April31 March2nd June 1982Not SuppliedLocated by supplier to within 10m

420720319540

420720319540

417700318400

417700318400



MapID Details



Contact NGR

Water Abstractions


Drift Deposits












(SW)

A13SE(SW)

A13SE(SW)

A13SE(SW)

A13SW(W)

A13SW(W)

A13NE(N)

A13NE(N)

A13NE(N)

A13NE(N)

A13NE(N)

A13NW(N)

A13NW(N)

1942

0

0

0

0

0

227

227

229

235

237

245

248

1

1

3

3

1

1

1

1

1

1

1

1

1


Soil Classification:

Map Sheet:Scale:

Aquifer Desination:

Aquifer Designation:

Type:Flood Plain Type:Boundary Accuracy:









British Waterways Board03/28/07/00701Not SuppliedGreycaine RoadEnvironment Agency, Midlands RegionSpray IrrigationNot SuppliedSurface170055000Not SuppliedNot SuppliedNot SuppliedNot SuppliedNot SuppliedLocated by supplier to within 100m

Soils of High Leaching Potential (H1) - Soils which readily transmit liquid discharges because they are either shallow, or susceptible to rapid by-pass flow directly to rock, gravel or groundwaterSheet 22 South Staffordshire & East Shropshire1:100,000

Secondary Aquifer - B

Secondary Aquifer - A

Extent of Extreme Flooding from Rivers or Sea without DefencesFluvial ModelsAs Supplied









None

418650316250

419625318013

419625318013

419625318013

419577318016

419577318016

419683318317

419649318324

419692318316

419684318325

419651318334

419558318337

419621318348



MapID Details



Contact NGR

19

20

21

22

23




Flood Defences






A13NW(W)

A13SW(S)

A13SE(SE)

A13SE(SE)

A13NE(N)

A13SE(SE)

2

0

154

159

230

238

1

1

1

1

1

1


River Type:River Name:Hydrographic Area:River Flow Type:River Surface Level:Drain Feature:Flood Risk Management Status:Water Course Name:Water Course Reference:





Extent of Flooding from Rivers or Sea without DefencesFluvial ModelsAs Supplied

Tertiary RiverDrainD004Primary Flow PathSurfaceDrain (ditch, Reen, Rhyne, Drain)Other Rivers

Not Supplied

Not Supplied

CanalTrent and Mersey CanalD004Primary Flow PathAbove SurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

CanalTrent and Mersey CanalD004Primary Flow PathAbove SurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

Secondary RiverNot SuppliedD004Primary Flow PathSurfaceNot a DrainFlood Risk Management Indicative/Statutory Main River

BARTON BROOK

3204

Tertiary RiverNot SuppliedD004Primary Flow PathSurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

None

None

None

419573318020

419617317951

419801317859

419810317869

419686318319

419863317802



MapID Details



Contact NGR

24

25

26

27

28

29







A13SE(S)

A13SE(SE)

A13SE(S)

A13SW(S)

A13SE(SE)

A13SE(SE)

239

239

240

269

275

275

1

1

1

1

1

1







Extended Culvert (greater than 50m)Not SuppliedD004Primary Flow PathBelow SurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

Secondary RiverNot SuppliedD004Primary Flow PathSurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied


Not Supplied

Not Supplied


Not Supplied

Not Supplied


Not Supplied

Not Supplied

Secondary RiverDrainD004Primary Flow PathSurfaceDrain (ditch, Reen, Rhyne, Drain)Other Rivers

Not Supplied

Not Supplied

419630317700

419863317802

419693317701

419542317688

419901317793

419895317784



MapID Details



Contact NGR

30

31

32

33

34

35







A8NE(SE)

A8NW(SW)

A8NW(SW)

A8NE(SE)

A13NE(NE)

A13NE(NE)

278

314

314

324

339

339

1

1

1

1

1

1








Not Supplied

Not Supplied


Not Supplied

Not Supplied


Not Supplied

Not Supplied

Extended Culvert (greater than 50m)Not SuppliedD004Primary Flow PathBelow SurfaceNot a DrainOther Rivers

Not Supplied

Not Supplied

Secondary RiverNot SuppliedD004Primary Flow PathSurfaceNot a DrainFlood Risk Management Indicative/Statutory Main River

BARTON BROOK

3204


Not Supplied

Not Supplied

419771317681

419460317665

419460317665

419801317645

419865318342

419865318342



MapID Details



Contact NGR

36

37

38





A8NE(S)

A14SW(SE)

A14NW(E)

360

435

482

1

1

1





Not Supplied

Not Supplied


Not Supplied

Not Supplied


Not Supplied

Not Supplied

None

419760317591

420025317690

420136318127


Waste

MapID Details



Contact NGR

39

40

41

42

43



Local Authority Landfill Coverage





A7NE(SW)

A12NW(W)

A7NE(SW)

A7NE(SW)

A12NW(W)

599

871

0

0

593

593

893

1

1

4

2

4

2

4

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:

Name:

Name:

Location:Reference:Authority:Last Reported Status:Types of Waste:Date of Closure:Positional Accuracy:Boundary Quality:



Not SuppliedOff Mill Lane, Barton Under Needwood, StaffordshireEfflinch LaneNot SuppliedAs SuppliedEAHLD1813231st December 195231st December 1972Deposited Waste included Household Waste

0Not SuppliedNot SuppliedNot SuppliedEAST STAFFORDSHIRE 51, 9999/9489

Not SuppliedShort Lane, Barton-under-Needwood, Burton-on-trent, StaffordshireShort LaneNot SuppliedAs SuppliedEAHLD18131Not SuppliedNot SuppliedNot Supplied

0Not SuppliedNot SuppliedNot SuppliedEAST STAFFORDSHIRE 10, 9999/9528

Staffordshire County Council - Has supplied landfill data

East Staffordshire District Council - Has supplied landfill data

Efflinch, Off Mill Lane51Staffordshire County Council, Waste ManagementUnknown

HouseholdNot SuppliedPositioned by the supplierModerate

Not SuppliedEast Staffs 51East Staffordshire Borough Council, Environmental Health DepartmentUnknown

HouseholdNot SuppliedPositioned by the supplierModerate

Church Lane, Barton (Fire Station)10Staffordshire County Council, Waste ManagementUnknown

Not SuppliedNot SuppliedLocated by supplier to within 100mNot Applicable

419277317439

418722318199

419625318013

419625318013

419246317466

419246317466

418700318200


Waste

MapID Details



Contact NGR

43Local Authority Recorded Landfill Sites

A12NW(W)

893 2Location:Reference:Authority:Last Reported Status:Types of Waste:Date of Closure:Positional Accuracy:Boundary Quality:

Not SuppliedEast Staffs 10East Staffordshire Borough Council, Environmental Health DepartmentUnknown

Not SuppliedNot SuppliedLocated by supplier to within 100mNot Applicable

418700318200


Geological

MapID Details



Contact NGR








A13SE(SW)

A13SE(S)

A13SE(SW)

A14SW(E)

A14SW(E)

A12NE(W)

A12SE(W)

0

0

0

333

335

337

348

3

5

5

5

5

5

5

Description:

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






Triassic mudstones (including Keuper Marl, Dolomitic Conglomerate and Rhaetic)

British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg

<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

40 - 60 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg

419625318013

419625318000

419625318013

420000318000

420000318013

419243318060

419233318000


Geological

MapID Details



Contact NGR







A18SW(NW)

A12SE(W)

A12SE(W)

A12NE(W)

A12NE(NW)

A17SE(NW)

376

580

581

613

638

741

5

5

5

5

5

5








<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

40 - 60 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

419338318357

419000318013

419000318000

419000318255

419000318327

419012318543


Geological

MapID Details



Contact NGR







A17SE(NW)

A14SE(E)

A14SE(E)

A18NE(N)

A3NE(S)

A18NW(N)

744

754

862

901

939

945

5

5

5

5

5

5








<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg30 - 45 mg/kg

British Geological Survey, National Geoscience Information ServiceRural Soil15 - 25 mg/kg

<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg

419000318533

420414317811

420527318000

419625319000

419625317000

419330319000


Geological

MapID Details



Contact NGR

44

45

46







A19NW(N)

A17NE(NW)

A4NW(S)

A18SW(N)

A7NE(SW)

A7NE(SW)

979

991

997

578

615

692

5

5

5

3

3

3




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:



<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

20 - 40 mg/kg

<150 mg/kg<15 mg/kg

Barton-Under-Needwood, Barton-Under-Needwood, Burton-Upon-Trent, StaffordshireBritish Geological Survey, National Geoscience Information Service65097OpencastCeasedUnknown OperatorUnknown OperatorQuaternaryGlaciofluvial Sheet Deposits, Mid PleistoceneSand and GravelLocated by supplier to within 10m

EfflinchEfflinch Lane, Efflinch, Barton-Under-Needwood, Burton-On-Trent, StaffordshireBritish Geological Survey, National Geoscience Information Service37401OpencastCeasedUnknown OperatorUnknown OperatorQuaternaryGlaciofluvial Sheet Deposits, Mid PleistoceneSand and GravelLocated by supplier to within 10m

EfflinchEfflinch Lane, Efflinch, Barton-Under-Needwood, Burton-On-Trent, StaffordshireBritish Geological Survey, National Geoscience Information Service37402OpencastCeasedUnknown OperatorUnknown OperatorQuaternaryGlaciofluvial Sheet Deposits, Mid PleistoceneSand and GravelLocated by supplier to within 10m

420000319000

419203319000

420000317000

419408318638

419219317458

419177317393


Geological

MapID Details



Contact NGR

47

48



BGS Measured Urban Soil Chemistry

BGS Urban Soil Chemistry Averages











A12SW(W)

A12SW(W)

A13SE(SW)

A13SE(SW)

A13SE(SW)

A13SE(SW)

A13SE(SW)

A13SE(SW)

A13SE(SW)

862

966

0

0

0

0

0

0

0

3

3

3

3

3

3

3

3

3

Site Name:Location:


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

Hazard Potential:Source:





Protection Measure:

Source:

Affected Area:

Source:

Barton Green Brick YardCaptain'S Lane, Barton Green, Barton-Under-Needwood, Burton-On-Trent, StaffordshireBritish Geological Survey, National Geoscience Information Service37393OpencastCeasedUnknown OperatorUnknown OperatorQuaternaryGlaciofluvial Sheet Deposits, Mid PleistoceneCommon Clay and ShaleLocated by supplier to within 10m

Captain'S Lane Gravel PitCaptain'S Lane, Barton-Under-Needwood, Burton-On-Trent, StaffordshireBritish Geological Survey, National Geoscience Information Service37568OpencastCeasedUnknown OperatorUnknown OperatorQuaternaryGlaciofluvial Sheet Deposits, Mid PleistoceneSand and GravelLocated by supplier to within 10m

Very LowBritish Geological Survey, National Geoscience Information Service

No HazardBritish Geological Survey, National Geoscience Information Service



No HazardBritish Geological Survey, National Geoscience Information Service

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

The property is in a lower probability radon area, as less than 1% of homes are above the action levelBritish Geological Survey, National Geoscience Information Service

No data available

No data available

In an area that might not be affected by coal mining

No Hazard

No Hazard

418723317910

418620317885

419625318013

419625318013

419625318013

419625318013

419625318013

419625318013

419625318013


Industrial Land Use

MapID Details



Contact NGR

49

50

51

52





A13SE(SE)

A13NE(E)

A14NW(E)

A14NW(NE)

231

289

486

486

-

-

-

-

Name:Location:

Classification:Status:Positional Accuracy:

Name:Location:


Name:Location:


Name:Location:


Barton Woodburners406 Lichfield Rd, Barton Under Needwood, Burton-on-Trent, Staffordshire, DE13 8EHWoodburning StovesActiveManually positioned to the road within the address or location

Simtech MarineBarton Turns, Barton Under Needwood, Burton-on-Trent, Staffordshire, DE13 8DZBoatbuilders & RepairersInactiveManually positioned to the address or location

FlowgroBarton Turns Farm, Lichfield Road, Barton under Needwood, Burton-on-Trent,Staffordshire, DE13 8EDAgricultural Machinery - Sales & ServiceActiveAutomatically positioned to the address

HansonBarton Turn, Barton Under Needwood, Burton On Trent, Staffordshire, DE13 8EBQuarriesInactiveManually positioned to the road within the address or location

419889317873

419934318133

420146318087

420060318340


Sensitive Land Use

MapID Details



Contact NGR

53Nitrate Vulnerable Zones

A13SE(SW)

0 6Name:Description:Source:

Not SuppliedNVZ AreaDepartment for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)

419625318013


Data Currency

Agency & Hydrological Version Update CycleContaminated Land Register Entries and Notices

Discharge Consents

Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control


Local Authority Pollution Prevention and Control Enforcements



Prosecutions Relating to Authorised Processes

Prosecutions Relating to Controlled Waters

Registered Radioactive Substances

River Quality

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points


Water Abstractions

Water Industry Act Referrals


April 2014March 2013March 2013

May 2014

March 2013

October 2008

May 2014

January 2013June 2012

March 2014


March 2014


March 2014

July 2012

December 1999

March 2013

March 2013

May 2014

November 2001

July 2012

July 2012

May 2014May 2014May 2014May 2014

December 2014

May 2014

January 2011

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Quarterly

As notified

Not Applicable

Quarterly




Quarterly

Not Applicable

As notified

As notified

Quarterly

Not Applicable

Annually

Annually

QuarterlyQuarterlyQuarterlyQuarterly

Quarterly

Quarterly

Not Applicable

Lichfield District Council - Pollution ControlEast Staffordshire Borough Council - Environmental Health DepartmentSouth Derbyshire District Council - Environmental Health Department

Environment Agency - Midlands Region




East Staffordshire Borough Council - Environmental Health DepartmentSouth Derbyshire District Council - Environmental Health DepartmentLichfield District Council - Environmental Health Department



Ordnance Survey





Environment Agency - Head Office



Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area





Data Currency

Agency & Hydrological Version Update CycleDrift Deposits








Flood Defences



January 1999

October 2012

October 2012

December 2014

February 2014

February 2014

February 2014

February 2014

February 2014

March 2012

March 2012

Not Applicable

Annually

Annually

Quarterly

Quarterly

Quarterly

Quarterly

Quarterly

Quarterly

Annually

Annually


British Geological Survey - National Geoscience Information Service











Data Currency

Waste Version Update CycleBGS Recorded Landfill Sites


Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries)

Licensed Waste Management Facilities (Locations)



Registered Landfill Sites

Registered Waste Transfer Sites

Registered Waste Treatment or Disposal Sites

June 1996

February 2014February 2014February 2014February 2014February 2014February 2014February 2014February 2014

October 2008

February 2014February 2014February 2014February 2014February 2014February 2014February 2014February 2014

February 2014February 2014February 2014February 2014

May 2000May 2000May 2000May 2000May 2000

March 2004May 2000May 2000May 2000May 2000

March 2003March 2003



Not Applicable

QuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterly

Not Applicable

QuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterly

QuarterlyQuarterlyQuarterlyQuarterly

Not ApplicableNot ApplicableNot ApplicableNot ApplicableNot Applicable

Not ApplicableNot ApplicableNot ApplicableNot ApplicableNot Applicable

Not ApplicableNot Applicable




Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent AreaEnvironment Agency - South East Region - Kent & South London AreaEnvironment Agency - South East Region - North East Thames AreaEnvironment Agency - South East Region - Solent & South Downs AreaEnvironment Agency - South East Region - West Thames Area


Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent AreaEnvironment Agency - South East Region - Kent & South London AreaEnvironment Agency - South East Region - North East Thames AreaEnvironment Agency - South East Region - Solent & South Downs AreaEnvironment Agency - South East Region - West Thames Area

Environment Agency - Midlands Region - Central AreaEnvironment Agency - Midlands Region - East AreaEnvironment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area

Derbyshire County CouncilEast Staffordshire Borough Council - Environmental Health DepartmentLichfield District CouncilSouth Derbyshire District CouncilStaffordshire County Council - Waste Management

East Staffordshire Borough Council - Environmental Health DepartmentDerbyshire County CouncilLichfield District CouncilSouth Derbyshire District CouncilStaffordshire County Council - Waste Management

Environment Agency - Midlands Region - Lower Trent AreaEnvironment Agency - Midlands Region - Upper Trent Area




Data Currency


Geological

Version

Version

Update Cycle

Update Cycle

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Enforcements

Planning Hazardous Substance Consents




Brine Compensation Area


Mining Instability










March 2014

November 2013

November 2000

April 2013December 2012December 2012December 2012

March 2014

April 2013December 2012December 2012December 2012

March 2014

August 1996

January 2010

April 2014

August 2011

December 2013

October 2000

February 2011

October 2013

October 2013

October 2013

October 2013

October 2013

October 2013

July 2011

July 2011

Bi-Annually

Bi-Annually

Not Applicable

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update

Not Applicable

Variable

Bi-Annually

Not Applicable

As notified

Not Applicable

Not Applicable

As notified

As notified

As notified

As notified

As notified

As notified

As notified

As notified

Health and Safety Executive



South Derbyshire District CouncilEast Staffordshire Borough Council - Planning DepartmentLichfield District Council - Planning DepartmentStaffordshire County CouncilDerbyshire County Council

South Derbyshire District CouncilEast Staffordshire Borough Council - Planning DepartmentLichfield District Council - Planning DepartmentStaffordshire County CouncilDerbyshire County Council




Cheshire Brine Subsidence Compensation Board

The Coal Authority - Mining Report Service

Ove Arup & Partners











Data Currency

Industrial Land Use

Sensitive Land Use

Version

Version

Update Cycle

Update Cycle


Fuel Station Entries

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

May 2014

March 2014

May 2014May 2014May 2014

May 2014May 2014May 2014

January 2014

July 2013

April 1997

July 2013

July 2013

January 2014

January 2014

February 2012

February 2013

July 2013

July 2013

July 2013

July 2013

Quarterly

Quarterly

As notifiedAs notifiedAs notified

As notifiedAs notifiedAs notified

Bi-Annually

Annually

Not Applicable

Bi-Annually

Bi-Annually

Bi-Annually

Bi-Annually

Not Applicable

Annually

Bi-Annually

Bi-Annually

Bi-Annually

Bi-Annually

Thomson Directories

Catalist Ltd - Experian

East Staffordshire Borough CouncilLichfield District CouncilSouth Derbyshire District Council

East Staffordshire Borough CouncilLichfield District CouncilSouth Derbyshire District Council

Natural England

Natural England

Forestry Commission

Natural England

Natural England

Natural England

Natural England

Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)


Natural England

Natural England

Natural England

Natural England


Data Suppliers

Ordnance Survey

Environment Agency

Scottish Environment Protection Agency

The Coal Authority

British Geological Survey

Centre for Ecology and Hydrology

Countryside Council for Wales

Scottish Natural Heritage

Natural England

Public Health England

Ove Arup

Peter Brett Associates

Data Supplier Data Supplier Logo

A selection of organisations who provide data within this report


Useful Contacts

Contact Name and Address Contact Details

1

2

3

4

5

6

-

Environment Agency - National Customer Contact Centre (NCCC)

East Staffordshire Borough Council - Environmental Health Department

British Geological Survey - Enquiry Service

Landmark Information Group Limited

Landmark Information Group Limited


Public Health England - Radon Survey, Centre for Radiation, Chemical and Environmental Hazards

PO Box 544, Templeborough, Rotherham, S60 1BY

Midland Grain Warehouse, Derby Street, Burton Upon Trent, Staffordshire, DE14 2JJ

British Geological Survey, Kingsley Dunham Centre, Keyworth, Nottingham, Nottinghamshire, NG12 5GG

Imperium, Imperial Way, Reading, Berkshire, RG2 0TD

Imperium, Imperial Way, Reading, Berkshire, RG2 0TD

Government Buildings, Otley Road, Lawnswood, Leeds, West Yorkshire, LS16 5QT

Chilton, Didcot, Oxfordshire, OX11 0RQ

Telephone: 08708 506 506Email: [email protected]

Telephone: 01283 508848Fax: 01283 508388Website: www.eaststaffsbc.gov.uk

Telephone: 0115 936 3143Fax: 0115 936 3276Email: [email protected]: www.bgs.ac.uk

Telephone: 0844 844 9952Fax: 0844 844 9951Email: [email protected]: www.landmarkinfo.co.uk

Telephone: 0844 844 9952Fax: 0844 844 9951Email: [email protected]: www.landmarkinfo.co.uk

Telephone: 0113 2613333Fax: 0113 230 0879

Telephone: 01235 822622Fax: 01235 833891Email: [email protected]: www.ukradon.org

Please note that the Environment Agency / SEPA have a charging policy in place for enquiries.

5hfhlyhg 3 · the site the development site is situated within land at barton marina at the eastern...

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