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13 Triangle Business Park
Wendover Road, Stoke Mandeville
Bucks HP22 5BL
Tel. 01296 739400
e-mail: [email protected]
www.subadra.com
Subadra Consulting Ltd Registered in England No.4586038. Registered at Unit 13 Triangle Business Park, Wendover Road, Stoke Mandeville, HP22 5BL
Site Characterisation and Detailed Quantitative Risk Assessment
Bassetsbury Allotments, Bassetsbury Lane, High Wycombe
Report No: In12855 CL 002
June 2013
Client: Wycombe District Council, Queen Victoria Road, High Wycombe, Buckinghamshire. HP11 1BB
Report Prepared By: Report Reviewed By:
Nicky Wilson James Skinner
In12855 CL 002 Page 2
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Contents
1 INTRODUCTION ......................................................................................................................3
1.1 Background and Purpose of Our Works .........................................................................3 1.2 Scope of Our Works ......................................................................................................3
2 SITE DESCRIPTION AND SETTING ........................................................................................4
2.1 Site Description .............................................................................................................4 3 REVIEW OF PREVIOUS ENVIRONMENTAL INVESTIGATION DATA......................................6
3.1 Previous Environmental Investigation Works..................................................................6 4 SITE CHARACTERISATION WORKS.......................................................................................8
4.1 Site Characterisation - Design and Rationale .................................................................8 4.2 Works Completed ..........................................................................................................9 4.3 Results of our Investigation............................................................................................11 4.4 Discussion.....................................................................................................................17 4.5 Chemical Analysis – Soil Samples .................................................................................19
5 CONCEPTUAL SITE MODEL ...................................................................................................19
5.1 Introduction....................................................................................................................19 5.2 Sources .........................................................................................................................20 5.3 Receptors......................................................................................................................20 5.4 Pathways.......................................................................................................................20
6 DATA SCREENING ..................................................................................................................20
6.1 Assessment Criteria.......................................................................................................20 6.2 Initial Review of Analytical Data .....................................................................................20
7 DETAILED QUANTITATIVE RISK ASSESSMENT....................................................................22
7.1 Methodology ..................................................................................................................22 7.2 Legal Context and Approach..........................................................................................23 7.3 Creation of Data Sets.....................................................................................................24 7.4 Results and Evaluation..................................................................................................25 7.5 Zoning and Contaminant Distribution .............................................................................26
8 DISCUSSION AND CONCLUSIONS.........................................................................................30
8.1 Possible Sources of Identified Contaminants..................................................................30 8.2 Statistical Assessment ...................................................................................................31 8.3 Conclusions...................................................................................................................31
9 REFERENCES .........................................................................................................................32
List of Attachments
Attachment One: Notice to Interested Parties
Attachment Two: Chemical Analysis Certificates
Attachment Three: Statistical Analysis Data Sheets
In12855 CL 002 Page 3
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
1 Introduction
1.1 Background and Purpose of Our Works
We have been commissioned by Wycombe District Council (the Council) to complete a site characterisation exercise and Detailed Quantitative Risk Assessment for the Bassetsbury allotment site, located off Bassetsbury Lane to the east of High Wycombe town centre.
During 2008 a limited ground investigation was completed at the site, commissioned jointly by the Council and a property developer, the St James Group Ltd. The results of this investigation identified concentrations of potential contaminants that exceeded generic screening criteria for residential end use in several of the soil samples analysed.
Subsequent soil investigations were commissioned at the site, which all identified further isolated soil samples containing concentrations of potential contaminants in excess of generic acceptance criteria for residential or allotment uses. On the basis of the works previously completed and the potential contamination issues identified, insurance cannot currently be secured for the site. As such the Council is unable to lease the plots to tenants for allotment use and was forced to close the site.
Having reviewed the various site data available and also considering the current issues we devised a strategy for the site based on completing a detailed site characterisation exercise and risk assessment. Our strategy was designed to achieve the following objectives:
Ø To complete a detailed characterisation of soil conditions across the actual allotment plots that the Council have historically based their leasehold agreements on. This was based on the assumption that potential risks posed to site users are predominantly derived from the soils in which they physically come into contact with and grow plants in;
Ø To remove possible ambiguity in site data by providing a highly robust sampling set;
Ø To generate sufficiently robust conclusions regarding each of the allotment plots such that clear decisions could be made with regard the future of the site. The ideal objective would be to secure provision of suitable (and affordable) insurance for ongoing allotment uses to Wycombe District Council to allow the future letting of leases to allotment holders. Conversely, in the event that significant contamination were encountered, to allow detailed and highly focused remedial options to be assessed; and finally
Ø To provide an assessment strategy for the site that is easy to understand and fully transparent to all parties. The use of an extensive grid based sampling strategy is easy for the layman to understand, preventing potential accusations of strategic assessment, and allows for easy visual presentation of site data.
Our detailed site characterisation and risk assessment strategy was presented to the Council in the form of a competitive tender for the detailed assessment of the Bassetsbury allotments site.
All the activities comprising this assessment were carried out in accordance with the procedures set out in our Quality Manual. Your attention is drawn to the Notice to Interested Parties included as Attachment One.
1.2 Scope of Our Works
The scope of works that we have completed was as follows:
Ø Construction of a network of shallow boreholes across each designated allotment plot at approximately 5m centres, resulting in the construction of approximately ten sampling locations per plot. A total of 184 boreholes were constructed to 1m depths across the site using our Terrier dynamic probing drill rig over the course of a two-week fieldwork phase. Soil samples were recovered at approximately 0.2-0.3m depths and at ~0.7m depths from each borehole.
Ø All sample locations were surveyed using GPS surveying equipment to allow the development of a detailed contamination distribution plot.
In12855 CL 002 Page 4
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Ø Soil samples from each borehole were analysed for a suite of heavy metal compounds. Selected soil samples from every plot were analysed for polyaromatic hydrocarbons (PAHs) and additional samples were analysed for Total Organic Carbon (TOC) and pH. Our chemical analysis strategy was based on the results of the previous investigation works and identified contaminants.
Ø Statistical analysis of the comprehensive site data and completion of a Detailed Quantitative Risk Assessment for the site.
Ø Provision of this Site Characterisation and Detailed Quantitative Risk Assessment Report, detailing the findings of our assessment works.
2 Site Description and Setting
2.1 Site Description
The site is located at National Grid Reference 488092 191988 at approximately 65m above Ordnance Datum. It is situated on Bassetsbury Lane, approximately 1km to the south and east of High Wycombe town centre.
The site comprises an irregular shaped plot that has been historically allocated for allotment use. The site itself is generally level, although the surrounding land levels drop steeply from the western end, suggesting that the site levels have potentially been made up in the past. There are a total of twenty allotment plots that were leased to tenants by the Council, occupying the majority of the site. The eastern end of the site is used by the Council as a storage depot for various landscaping materials (aggregates, wood chippings etc) and also for composting of green wastes from other Council open space areas.
A map showing the sites locality is shown as Figure One, below, and an aerial photograph showing the site layout is provided overleaf.
Reproduced from Ordnance Survey 1:50,000 Sheet by permission the Controller, Crown Copyright Reserved. Not to Scale
Figure One – Map Showing Site Location
Site Location
In12855 CL 002 Page 5
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Figure Two: Aerial Photograph Showing Site Layout
The surrounding land use is summarised in the following table.
Direction Surrounding Land Uses
North
The north eastern boundary of the site is formed by a tree lined former railway embankment, beyond which is a large residential development (on former sewage works land). Directly north of the site (~150m) are commercial / retail warehouses
along London Road.
East Generally residential to the east and south east. London Road is present approximately 250m to the east, with various retail and commercial properties.
South Residential properties are located along the southern side of Bassetsbury Lane. Woodland beyond, with the land rising steeply.
West Residential properties to the west and south west. Levels drop beyond the north
western edge of the site by approximately 2-3m into an undeveloped area (nature reserve). There is a large pipeline to the immediate west of the site.
Table One: Surrounding Land-Use
Allotment Plots
Council Depot Area
Site Boundary
In12855 CL 002 Page 6
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
3 Review of Previous Environmental Investigation Data
3.1 Previous Environmental Investigation Works
Since the initial environmental investigation that highlighted potential contamination issues at the site was completed in 2008, several phases of environmental assessment and risk assessment have been completed. Works have been commissioned by the Council and also by the Bassetsbury Lane Allotment Group (BLAG), comprising the allotment holders themselves.
We were provided with copies of all the previous investigation and assessment reports. We have reviewed these documents and a brief summary of the works completed and conclusions reached is provided in the following table.
Document Scope of Works Summary of Findings
Geo-Environmental Site Investigation – RSK Group plc, December 2008
On behalf of Wycombe District Council and St James Group Ltd (Ref.1)
Construction of 9no. boreholes to assess soil condition for potential residential development.
8no. soil samples submitted for chemical analysis for potential contamination.
Comparison of chemical results against Generic Acceptance Criteria and Soil Guideline Values for residential end use.
1no soil sample contained concentrations of copper in excess of the soil guideline value for residential use. 2no soil samples contained concentrations of benzo(a)pyrene in excess of the relevant generic acceptance criteria for residential use.
Report concluded that there were unacceptable risks with respect to human health.
Recommendation for remediation of soils in future garden areas.
Ground Investigation Report – Jacobs Engineering UK Ltd, March 2009
On behalf of Wycombe District Council (Ref.2)
Construction of 7no. shallow trial pits.
20no. soil samples submitted for chemical analysis for range of contaminants.
Comparison of chemical results against Generic Acceptance Criteria and Soil Guideline Values for allotment or residential end uses.
5no soil samples contained concentrations of copper, 4no soil samples contained concentrations of nickel and 1no soil sample contained concentrations of lead in excess of the soil guideline values for residential use.
Report concluded soils data rendered parts of the site unsuitable for use as allotments.
Recommended further investigation by environmental specialist and guidance sought on the extent of remediation required.
Letter Report – Mayer Environmental, May 2009
On behalf of Bassetsbury Lane Allotment Group (Ref.3)
Review of the previous Jacobs investigation data.
Comparison of results against updated Soil Guideline Values published by the Environment Agency and assessment criteria values derived using the revised CLEA methodology.
The elevated concentrations of lead and PAH were identified at depth and not considered to pose a potential risk
Concentrations of copper not considered to pose a risk to human receptors (plants only).
The Jacobs site investigation indicates that in general there is no significant contamination present at the site. Report concluded the site was suitable for continued use as allotments.
Table Two: Summary of Previous Environmental Assessment Works – Bassetsbury Allotments (continued overleaf)
In12855 CL 002 Page 7
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Document Scope of Works Summary of Findings
Soil Investigation and Assessment – URS Corporation, November 2009.
On behalf of SMS Environmental Ltd (commissioned by Wycombe District Council). (Ref.4)
Detailed review and statistical data assessment using all available soils data.
[SMS had completed additional soil sampling works at the site. 28no. additional soil samples were submitted for chemical analysis for heavy metals]
Data from a total of 44 soil samples reviewed.
Comparison of results against updated Soil Guideline Values published by the Environment Agency and also assessment criteria values derived using the revised CLEA methodology
The report concluded that based on the data provided, and in the context of demonstrating Significant Possibility of Significant Harm (SPOSH), the site is suitable for continued use as allotments.
Recommendations made for further targeted and/or delineation sampling of soils at the site and for the completion of a detailed quantitative risk assessment for the site.
Comments on ‘Bassetsbury Land Allotments Ground Investigation’ – Health Protection Agency, February 2010
Assumed on behalf of Wycombe District Council. (Ref.5)
Review of Jacobs site investigation findings.
Concentrations of cadmium exceed soil guideline values for allotments in four samples.
Recommendation for the completion of a detailed quantitative risk assessment for the site.
Recommendation for the development of site specific assessment criterion for lead. Also recommended to complete speciated PAH analysis.
No risk posed by copper and nickel.
Letter report detailing a study into the potential uptake of cadmium by root vegetables – Reading University, July 2011.
On behalf of Bassetsbury Lane Allotment Group (Ref.6)
Sampling of top soil, root/tuber and shoot crops from selected allotments.
Analysis of samples for cadmium.
Comparison of results against published Soil Guideline Values and European Food Standards Agency values.
None of vegetation samples contained levels of cadmium in excess of relevant guidelines. Soils to plant transfer factors were therefore lower than the default CLEA guidance.
Concluded that the land is likely to be suitable for allotment use, with addition testing recommended for Plot 2.
Table Two: Summary of Previous Environmental Assessment Works – Bassetsbury Allotments (continued)
3.1.1 Comment on works completed to date
With respect to the works completed at the site to date, we would make the following comment:
Ø We consider the initial RSK report to represent a highly conservative assessment of site conditions. The conclusions reached and recommended remedial action appear excessively conservative given only eight soil samples were submitted for chemical testing. We also note that the investigation scope was to assess for residential redevelopment and all recommendations made focus solely on preparing the site for residential redevelopment. The conclusions of the report may therefore not be valid, as no assessment for allotment use was completed.
In12855 CL 002 Page 8
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Ø Both the RSK and Jacobs assessment works included comparison of the chemical analysis results against 2002 Soil Guideline Values and/or Generic Acceptance Criteria generated from the original CLEA model, both of which have been replaced. The conclusions of these original 2009 reports are, therefore, effectively invalid.
Ø We would consider that the most detailed assessment of site conditions completed to date comprises the URS review. This includes assessment of chemical data from a total of 44 soil samples against updated Soil Guideline Values and/or Generic Acceptance Criteria derived using the 2009 CLEA guidance.
Ø We note that the conclusions of the Mayer review, URS assessment and Reading University study, while offered with caveats, generally indicate that the site is considered to be suitable for continued allotment use. We understand that it is the lack of definitive conclusion that resulted in the Council’s insurers withdrawing cover for the site.
Ø As the URS report points out, the data generated from all soil sampling completed since 2008 still only represents a total of 24 sampling locations across the entire site. This has been calculated to represent a sampling grid density of approximately 25m x 25m. Given the potential risks being posed to the allotment holders, we consider this sampling density is inadequate and directly results in the extremely conservative conclusions being drawn.
Ø We concur with the URS recommendation that additional site assessment should be completed at the site. Much of the assessment of contamination, and especially heavy metal contaminants, relies on statistical analysis of data to ensure a reasonable assessment of potential risk is being completed. With limited sampling numbers, any risk assessment inevitably becomes more conservative and potentially misleading. We therefore considered more robust sampling of the allotment plots would be the only way to provide any form of conclusive risk assessment for the site.
4 Site Characterisation Works
4.1 Site Characterisation - Design and Rationale
4.1.1 Key Objectives
We devised a strategy for the site based on completing a detailed site characterisation exercise and then undertaking a detailed risk assessment, effectively for each allotment plot, using the site data. Our strategy was designed to achieve the following objectives:
Ø To complete a detailed characterisation of soil conditions across the actual allotment plots that the Council have historically based their leasehold agreements on. This was based on the assumption that potential risks posed to site users are predominantly derived from the soils in which they physically come into contact with and grow plants in;
Ø To remove possible ambiguity in site data by providing a highly robust sampling set;
Ø To generate sufficiently robust conclusions regarding each of the allotment plots such that clear decisions could be made with regard the future of the site. The ideal objective would be to secure provision of suitable (and affordable) insurance for ongoing allotment uses to Wycombe District Council to allow the future letting of leases to allotment holders. Conversely, in the event that significant contamination were encountered, to allow detailed and highly focused remedial options to be assessed; and finally
Ø To provide an assessment strategy for the site that is easy to understand and fully transparent to all parties. The use of an extensive grid based sampling strategy is easy for the layman to understand, preventing potential accusations of strategic assessment, and allows for easy visual presentation of site data.
In12855 CL 002 Page 9
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
4.1.2 Investigation Strategy
Our proposed strategy for the initial site characterisation works comprised the detailed assessment of shallow soils across each specific allotment plot at the site by completing a comprehensive grid based sampling exercise. Our proposed methodology comprised:
Ø Construction of a network of shallow boreholes across each designated allotment plot at approximately 5m centres, resulting in approximately ten sampling locations per plot.
Ø All sample locations surveyed using GPS surveying equipment to allow the development of a detailed contamination distribution plot.
Ø Boreholes constructed to approximately 1.0m depths with soil samples recovered from each sampling location at depths of 0.2 – 0.3m (targeting top soils) and also from 0.7 - 0.8m (targeting underlying deeper soils and/or reported Made Ground material).
Ø Soil samples from each borehole to be analysed for a suite of heavy metal compounds. Selected soil samples from every plot were analysed for polyaromatic hydrocarbons (PAHs) and additional samples were analysed for Total Organic Carbon (TOC) and pH. Our chemical analysis strategy was based on the results of the previous investigation works and identified contaminants.
Ø The extensive site data obtained to be used to complete a Detailed Quantitative Risk Assessment for the site, effectively broken down to comprise an assessment of each individual plot.
4.2 Works Completed
We completed our site characterisation works at the site during a single phase of site work completed between the 7th May and the 17th May.
We understand that the site has been formally closed for allotment use since 2009. The site is, for the most part, heavily overgrown although there was evidence of continued allotment use on a number of the plots, with several showing signs of ongoing cultivation and maintenance.
We reviewed the existing site plans that we obtained from the previous reports and completed a detailed visual survey of the site to identify the plot boundaries based on the location of clear footpaths, storage sheds, raised beds, mature plants and evidence provided by former allotment holders / members of public who approached us during our works. We then surveyed the plot boundaries based on our field evidence and marked out proposed borehole locations.
We drilled a total of 184 shallow boreholes across the site using our tracked Terrier dynamic sampling drilling system. Soil cores were logged and sub-sampled on site and the borehole locations surveyed using our GPS surveying equipment.
A site plan showing the allotment plot boundaries that we allocated and the locations of our various boreholes is provided overleaf.
In12885 CL 002 Page 11
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
4.3 Results of our Investigation
4.3.1 Field Observations
A summary of our field observations, specifically where we noted visual or olfactory evidence of potential contamination in the underlying soils are summarised in the following table. Samples in which visual or olfactory evidence of potential contamination were identified are shown in Figure xxx below.
Allotment Plot
Borehole Field Observation / Comment
1
2 Top soil to ~0.5m depths, over chalk
3 Top soil to ~0.5m depths. Brick fragments at 0.6m, chalk from 0.7m.
4 Topsoil to ~0.6m depth. Tarmac fragments noted at ~0.8m
5 Top soil to ~0.5m depths. Brick fragments at 0.8m, chalk from 0.8m.
6 Borehole terminated on concrete at 0.5m. Tin can encountered at 0.45m – Made Ground?
7 Top soil to ~0.5m depths, then chalk. Tarmac fragments at ~0.8m
8 Top soil to ~0.4m, then clayey chalk.
9 Topsoil to ~0.5m with brick fragment noted at 0.3m. Tarmac fragments encountered from ~0.8 – 1.0m
1
10 Top soil to ~0.5m depths. Brick fragments at 0.6m, chalk from 0.8m.
1
2 Top soil to ~0.5m, then sandy clay over chalk
3 Top soil to ~0.5m depths, then chalk. Tarmac fragments noted at 1.0m
4 Top soil to ~0.5m depths, then chalk. Tarmac fragments noted at 0.8m
5
6
7
Top soil to between 0.5 and 0.7m. Brick fragments noted in underlying clayey sands
8
9
2
10
Top soil to ~0.5m, over chalk.
Table Three: Site Characterisation - Summary of Field Observations (continued overleaf)
In12885 CL 002 Page 12
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Allotment Plot Borehole Field Observation / Comment
1
2
3
Top soil to ~0.5m, then chalky clay or clay.
4 Top soil to ~0.5m, then chalky clay. Tarmac fragments noted between 0.8 and 1.0m.
5
6
7
8
9
3
10
Top soil to ~0.5m, then chalky clay or clay.
1
2
Top soil to ~0.5m, then clay. Tarmac and brick fragments noted from 0.5 to 0.9m. Chalk from 0.9m.
3 Top soil to ~0.5m, then chalk.
4
5
6
7
8
Top soil to ~0.5m, then sandy clay. Brick fragments noted throughout, with occasional clinker also encountered.
9 Topsoil to ~0.5m, then chalk.
4
10 Top soil to ~0.4m, then sandy clay. Brick and clinker fragments noted from 0.4m.
1
2
3
4
5
6
7
8
9
5
10
Topsoil to between 0.3 and 0.4m depths, then chalk or chalky clay Made Ground.
Table Three: Site Characterisation - Summary of Field Observations (continued)
In12885 CL 002 Page 13
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Allotment Plot Borehole Field Observation / Comment
1 Top soil to ~0.5m. Concrete obstruction at 0.5m
2 Top soil to ~0.5m, then clay and chalk with brick fragments
3 Top soil to ~0.5m, then clay and chalk with brick fragments. Black sand lens encountered at 0.7m
4 Top soil to ~0.5m, then clay with brick and clinker fragments. Chalk at 0.8m
5 Top soil to ~0.5m, then clay with brick, breeze block and flint fragments
6 Top soil to ~0.5m, then clay with concrete fragments
7 Top soil to ~0.5m, then clay with brick and flint fragments
8
9 Top soil to ~0.5m, then clay and chalk with brick fragments. Black sand lens encountered at ~0.7 – 1.0m
6
10 Top soil to ~0.5m, then clay and chalk with brick fragments
1 Top soil to ~0.3, then clay to 0.9m, overlying chalk.
2 Top soil to ~0.5m, then clay with brick fragments
3 Top soil to ~0.5m, then clay and chalk with brick fragments. Black sand lens encountered at 0.7m
4 Top soil to ~0.4m over concrete. Made ground to 0.7m, then concrete obstruction.
5 Top soil to ~0.5m over concrete obstruction.
6 Top soil to ~0.5m, then clay with brick fragments
7 Top soil to ~0.5m. Concrete from 0.6 to 0.7m then clay with brick.
8
9
7
10
Top soil to ~0.5m, then clay with brick fragments
1
2
3
4
5
6
7
8
9
8
10
Top soil to ~0.4 to 0.5m depths. Then clay Made Ground material with occasional brick and flint fragments.
Table Three: Site Characterisation - Summary of Field Observations (continued)
In12885 CL 002 Page 14
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Allotment Plot Borehole Field Observation / Comment
1
2
3
4
5
6
7
8
9
9
10
Top soil to ~0.4 to 0.5m depths. Then clay Made Ground material with occasional brick and flint fragments.
1
2
3
4
5
6
7
8
9
10
10
Top soil to ~0.4 to 0.5m depths. Then clay Made Ground material with occasional brick and flint fragments.
1
2
Topsoil to ~0.3m then flint Made Ground. Borehole terminated at ~0.4m on red brick / concrete.
3 Topsoil to ~0.3, then red brick and tarmac to 0.5m. Chalk from 0.5 to 0.7m. Borehole terminated on obstruction at 0.7m
4
5
6
7
Top soil to ~0.3m then flint or gravel with brick and concrete. Borehole failed at between 0.5 and 0.8m on concrete or red brick.
8
9
11
10
Top soil to ~0.3m then flint or chalky Made Ground.
Table Three: Site Characterisation - Summary of Field Observations (continued)
In12885 CL 002 Page 15
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Allotment Plot Borehole Field Observation / Comment
1 Top soil to ~0.3m, then gravely Made Ground.
2
3
4
Top soil to 0.2m over red brick layer, then gravely Made Ground with red brick and concrete fragments.
5
6
7
8
12
9
Top soil to ~0.4m over gravely Made Ground.
1
2
3
4
5
6
13
7
Top soil to ~0.3m, then chalky or gravely Made Ground with frequent flint.
1
2
3
Top soil to ~0.3m, then chalky or gravely Made Ground with frequent flint.
4 Top soil to ~0.4m, then chalk. 14
5 Top soil to ~0.3m, then chalky or gravely Made Ground with frequent flint.
1
2 Top soil to ~0.3m over chalky or flinty Made Ground
3 Top soil to ~ 0.3m, then chalky Made Ground with fragments of tarmac encountered at ~1.0.
4 Topsoil to ~0.3m then clay Made Ground with red brick fragments to 0.4m, over chalk and then flint Made Ground from 0.9m.
15
5 Top soil to ~0.3m over chalky or flinty Made Ground
Table Three: Site Characterisation - Summary of Field Observations (continued)
In12885 CL 002 Page 16
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Allotment Plot Borehole Field Observation / Comment
1 Top soil to ~0.2m over gravely Made Ground with red brick and then chalky soils. Tarmac fragments noted at ~0.8m
2 Top soil to ~0.3m, then soil with red brick fragments to 0.5m over chalky Made ground with tarmac fragments.
3 Top soil to 0.3m over gravely Made Ground with red brick and flint
4
5 Top soil to ~0.3m over flint Made ground with tarmac fragments.
6
16
7 Top soil to ~0.3m over flint Made ground
1
2 Topsoil to ~0.3m over clay Made ground with concrete fragments to 0.8m. Borehole refused at 0.8m (concrete obstruction?)
3
4
5
Top soil to ~0.3m over clay Made Ground with frequent red brick and flint gravel.
6
7
8
Top soil to ~0.3m over clay Made ground with brick and limestone (?) fragments. Black staining and stained sand noted from 0.7m
9 Topsoil to ~0.3m over clay Made ground with brick and concrete fragments to 0.6m. Borehole refused at 0.6m (concrete obstruction?)
17
10 Top soil to ~0.3m over clay Made Ground with frequent flint gravel.
1
2 Top soil to ~0.3m over clay Made Ground with red brick fragments
3 Top soil to ~0.3m over clay and then chalk from 0.4m
4
5
Top soil to ~0.3m over clay Made Ground with red brick fragments. Chalky clay or chalk from 0.5m
6 Top soil to ~0.3m over clay Made Ground with red brick fragments
7 Top soil to ~0.3m over clay Made Ground with red brick fragments. Black staining noted at 0.7m
8 Top soil to ~0.3m over clay Made Ground with red brick fragments
9
18
10 Top soil to ~0.3m over clay Made Ground with red brick fragments. Borehole terminated on concrete obstruction at 0.6m.
Table Three: Site Characterisation - Summary of Field Observations (continued)
In12885 CL 002 Page 17
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Allotment Plot Borehole Field Observation / Comment
1 Top soil to ~0.3m over clay Made Ground. Red brick fragments noted at 0.9m
2 Top soil to ~0.3m over clay Made Ground.
3
4
5
Top soil to ~0.3m over clay Made Ground to ~0.5 and then chalk.
6 Top soil to ~0.3m over clay Made Ground with red brick to 0.8m. Chalk from 0.8.
7
8 Top soil to ~0.3m over chalky clay Made Ground.
9
19
10 Top soil to ~0.3m over clay Made Ground with red brick
1 Top soil to ~0.3m, then chalk.
2 Top soil to ~0.3m, then clay Made Ground with brick fragments. Borehole refused on concrete at 0.5m
3 Top soil to ~0.3m, then clay Made Ground with brick fragments overlying chalk from ~0.5m
4
5
6
7
8
Top soil to ~0.3m, then chalk.
9
20
10 Top soil to ~0.3m over clay Made Ground.
Table Three: Site Characterisation - Summary of Field Observations (continued)
4.4 Discussion
Generally, the underlying geology we encountered across the site comprised a thin layer of top soil overlying Made Ground material of variable composition and quality. The thickness of top soil was generally recorded as 0.3m to 0.5m and we noted mixing of the underlying Made Ground with the shallow top soil in several locations (evidenced by the presence of brick fragments or other debris).
We encountered buried mass concrete or brick rubble in several areas of the site at shallow depth, preventing the construction of boreholes to 1m depth. We encountered visual and/or olfactory evidence of potential sources of contamination in a number of the boreholes we constructed. Tarmac fragments and black stained sands (possible tarry) were identified in the underlying Made Ground materials in many of the boreholes, with clinker and/or ash material also encountered occasionally. A site plan showing the locations where visual evidence of potential contamination and/or mass concrete was encountered is provided overleaf as Figure Two.
From our observations, it would appear that the site levels have been made up in the past using imported Made Ground materials of a relatively industrial nature.
In12885 CL 002 Page 19
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
4.5 Chemical Analysis – Soil Samples
Based on the previous investigation data and contaminants identified at the site, we submitted the following soil samples for chemical analysis:
Ø A total of 346 soil samples were submitted for analysis for a suite of heavy metal compounds comprising arsenic, barium, beryllium, water soluble boron, cadmium, chromium, copper, lead, mercury, nickel, selenium, vanadium and zinc.
Ø A total of 96 soil samples were submitted for analysis for Polyaromatic Hydrocarbons (PAH);
Ø A total of 40 soil samples were submitted for Total Organic Carbon (TOC) and pH.
We have used the results of our chemical analysis to undertake our detailed risk assessment for the site. Full laboratory analysis certificates are provided at Attachment Two.
5 Conceptual Site Model
5.1 Introduction
We have used the data reviewed above to construct a conceptual site model, shown graphically in Figure Three below.
Figure Three: Conceptual Site Model for Allotment Site
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Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
5.2 Sources
The chemical analysis results recorded by this and previous investigations (Refs.1, 2, 4) identified elevated concentrations of various heavy metals and PAHs in shallow soil at the site.
5.3 Receptors
The aim of this investigation is to determine whether the site is suitable for ongoing use as allotments, following current industry guidance and methodologies. The receptors considered in our assessment are therefore allotment owners/users, including any children who may visit the allotments on a regular basis.
5.4 Pathways
Information from previous reports indicates that Bassetsbury Allotments is a ‘typical’ allotment site and we have no information to indicate otherwise. As such we consider that the site can be reasonably represented by the CLEA allotment land use scenario detailed in report SR3 (Ref.9).
We have identified the following potentially viable source-pathway-receptor linkages at the site.
Source Receptor Pathway
Consumption of fruit and vegetables grown on the allotment
Dermal contact, ingestion of and inhalation of soil and dust
Elevated concentrations of the various heavy metals and PAHs identified in soil
Allotment owners and accompanying children
Inhalation of vapours in outdoor air
Table Four: Potential Source-Pathway-Receptor Linkages
6 Data Screening
6.1 Assessment Criteria
Our assessment of the potential risk posed by soils to allotment holders requires comparison of recorded concentrations against an acceptable or critical concentration. We have used the following sources in order of preference as for our critical concentration:
Ø Environment Agency Soil Guideline Values;
Ø LQM CIEH Generic Assessment Criteria (GACs);
The GAC for benzo(a)pyrene is sensitive to the amount of organic matter in the soil. We have therefore analysed a total of 40 soil samples from across the site for Total Organic Carbon content in order to ensure that our assessment was completely relevant to the site.
The average value for total organic carbon recorded in site samples is 2.1%. This is roughly equivalent to 3.6% soil organic matter. As GAC values have been calculated for 1%, 2.5% and 6% soil organic matter, we have therefore used the published GACs for soil organic matter of 2.5% for benzo(a)pyrene.
The selected criteria for each contaminant are presented in Table Five below.
6.2 Initial Review of Analytical Data
We have carried out an initial review of site data. This allows us to screen out any contaminants or plots which are unlikely to pose a significant risk to allotment users.
We have combined our analytical data with the previous results provided within reports by RSK (Ref.1), Jacobs (Ref.2) and URS (Ref.4) to create a single data set.
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The recorded concentrations of each contaminant have been compared with the relevant critical concentration. Where all recorded concentrations are below the critical concentration the contaminant is considered to pose no significant long-term risk to allotment users and no further assessment is required.
Where concentrations exceeding the critical concentration have been recorded, this does not necessarily mean there is a risk to allotment holders, but further assessment is required to determine whether the recorded concentrations pose a potential risk to allotment users.
Contaminant Critical
Concentration (mg/kg)
Source Distribution and Concentrations Further
Assessment Required?
Arsenic 43 SGV Present across the site at low
concentrations. One sample exceeds SGV
Yes
Beryllium 55 LQM Present across some areas of the site. All concentrations below GAC No
Boron 45 LQM Recorded in 10% of samples. All concentrations below GAC No
Cadmium 1.8 SGV Recorded in ~ 60% of samples. 10% of samples exceed SGV Yes
Chromium 34,600 LQM
Recorded across the site at concentrations below the GAC. Chromium (VI) was analysed for in only a limited number of samples. No detectable concentrations were recorded.
No
Copper 524 LQM Present across the site at moderate
concentrations. Less than 3% of concentrations exceed the GAC
Yes
Lead 450 SGV* Present across the site of varying
concentrations, about 5% in excess of the SGV
Yes
Mercury 80 SGV Recorded in less than 10% of samples. All concentrations below the SGV No
Nickel 230 SGV Present across the site in concentrations well below the SGV. No
Selenium 120 SGV Recorded in one sample marginally above the limit of detection
No
Vanadium 18 LQM Present across the site. ~ 70% of samples exceed GAC. Yes
Zinc 618 LQM Present across the site in varying concentrations. ~ 2% of samples
exceed GAC. Yes
Benzo(a) pyrene 1.2 LQM
Recorded in more than 90% of samples, often associated with tarmac
fragments. 20% of samples exceed GAC
Yes
Notes: * Former Environment Agency SGV for allotments. (value rescinded and has not been republished)
Table Five: Initial Contaminant Screen
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As discussed in our objectives, we have assessed the data for each allotment plot separately. For the contaminants identified in Table Five as requiring further investigation, we have determined which individual plots are contain concentrations of each compound in excess of the critical concentration. These plots and contaminants have then been assessed further in our detailed quantitative risk assessment.
Plot Arsenic Cadmium Copper Lead Vanadium Zinc Benzo(a) pyrene
1 X X X X
2 X X X X X
3 X X X X
4 X X X X X
5 X X X X X
6 X X X X X X
7 X X X
8 X X
9 X X X X
10 X X X X X X
11 X X X X X X X
12 X X
13 X
14 X X
15 X X
16 X X X X X X
17 X X X X X X
18 X X X X
19 X X X
20 X
Table Six: Summary of Plots/Contaminants Requiring Further Assessment
For each plot, the marked contaminants require further investigation to determine whether they pose a potential risk to allotment users. Other plots/contaminants are not considered to pose a significant risk to allotment users.
7 Detailed Quantitative Risk Assessment
7.1 Methodology
The aim of our risk assessment is to determine whether the allotment plots are ‘safe’ to use, and to provide sufficiently robust evidence of this, which will enable the Council to obtain suitable insurance cover for on-going use of the site for allotments.
In assessing contaminants at a site, we are generally interested in the mean, or average, concentration of contaminants, as this provides a reasonable guide to the amount of exposure that an individual will experience over a long period of time.
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As we can’t examine every part of the soil to determine the true mean concentration, we have to rely on sampling data to provide an estimate of the mean concentration. We then use statistical analysis to determine, based on the site data we have collected, the likelihood that the true mean concentration of the contaminant is above or below the certain ‘critical concentration’.
We have carried out statistical analysis in line with current UK guidance (Ref.11). This is undertaken in the following stages:
i. Consider the legal context of the assessment, which determines the approach we take to assessing the data.
ii. Review whether the data is suitable for statistical testing to be applied. Statistical tests should only be applied to data that is representative of the whole of the area of interest.
iii. Create a suitable data set. To do this we need to look at a number of factors:
Ø Identification of samples with non-detect values. If these make up a large proportion of the data set they can skew the results of the statistical testing and therefore a decision must be made regarding what value to assign to non-detect samples.
Ø Identification of outliers (data points that lie outside the normal distribution range for the site) and consideration of how to deal with these. There may be several reasons for an outlier: a) it may be the results of an error in analysis or transcription, b) it may indicate that there are two ‘populations’ of soil at the site (e.g. an area of higher concentrations and an area of low concentrations), or c) it may be an extreme value in the actual range of concentrations on site.
The guidance indicates that unless there is clear evidence to show the outlier is due to an error or a separate soil population, outliers should be assumed to be part of the range of concentrations on site that site users may be exposed to and should be included in the analysis. We have used a test called the Grubb Test, detailed in the guidance, to identify outliers.
Ø Determining the distribution of the dataset. Statistical tests make assumptions about how the dataset is distributed. For this assessment, we need to determine whether data is normally distributed or not. We have done this using ‘probability plots’ of the dataset.
iv. Apply the relevant statistical test. The guidance indicates that if the dataset is normally distributed, a test called the one-sample ‘t-test’ should be used, otherwise a test called the ‘Chebychev test’ should be used.
iv. Evaluate the outcome of the statistical testing.
7.2 Legal Context and Approach
The guidance sets out two possible approaches to completing statistical assessment of contaminants at a site, which reflect the reason for the assessment:
i. The planning scenario. This test is about showing there is a high probability that the true mean contaminant concentration on site is below the critical concentration. This approach is aimed at protecting site users from harm.
ii. To determine whether land falls within the scope of Part 2A of the Environmental Protection Act 1990. This test is about showing there is a high probability that the true mean concentration is above the critical concentration. This approach is aimed at identifying ‘contaminated land’ as defined by the Act.
In a previous assessment URS (Ref.4) selected the Part 2A approach as appropriate because no land use change was proposed and no planning permission was required at the site. However this approach is aimed at determining whether land is ‘contaminated’, but does not consider whether it is suitable for the proposed end use.
At this site we are not trying to determine whether there is a high probability that the land can be classified as contaminated, rather we are trying to determine whether it is safe to be used as allotments and therefore we consider the ‘planning’ scenario to be appropriate at this site.
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If the site passes, we can be confident that allotment holders are not being put at significant risk and that there should be sufficient evidence to enable the Council to obtain insurance, which will allow the allotments to continued to be used.
The planning scenario approach examines the key question: Is there sufficient evidence that the true mean concentration of the contaminant is less than the critical concentration?
Our Null Hypothesis (H0) can therefore be stated as: The true mean contaminant concentration is equal to, or greater than, the critical concentration.
Therefore our Alternative Hypothesis (H1) is stated as: The true mean contaminant concentration is less than the critical concentration.
We have conducted tests at the 95% confidence level as recommended in the guidance. This means the chance of the decision being wrong is less than 5%, providing confidence for both insurers and allotment users that use of the site is suitable for use as allotments.
7.3 Creation of Data Sets
7.3.1 Data suitability
Our sampling strategy was designed to provide systematic and unbiased sampling data which is therefore suitable for use in the statistical tests outlined in the UK guidance (Ref.11).
7.3.2 Data Sets
As discussed above, data has been grouped by allotment plot and includes both our analytical data and that provided in the three reports references in Table 2 (Ref.1, 2 and 4). Where further assessment is required and sufficient data points are available, data has been sub-divided within each plot into shallower and deeper data sets within each plot to reflect the two soil horizons identified on site.
7.3.3 Dealing with non-detect data
Non-detects (where concentrations of a given contaminant were not detected in excess of the relevant laboratory method detection limit) comprise less than 15% of the majority of data-sets. For these data-sets we consider it appropriate to assign a value of half the detection limit to the non-detect results, in accordance with the CL:AIRE/CIEH guidance (Ref.11).
For data-sets where non-detects comprise more than 15%, notably benzo(a)pyrene in one plot and cadmium in all plots, we have assigned a value of half the detection limit to the non-detects, but have carried out a sensitivity analysis to determine the robustness of the statistical testing for the data set.
7.3.4 Dealing with outliers
The following table summarises the plots in which we identified outliers.
Contaminant Plots with outliers Plots with no Outliers
Arsenic 11
Cadmium 1, 3, 6, 7, 9, 10, 11, 16, 17 2, 4, 6
Copper 5, 6, 10, 11, 16, 17, 19 4
Lead 1, 2, 3, 5, 6, 9, 10, 11, 16, 17, 18
Vanadium 7, 17 1, 2, 3, 4, 5, 6, 8, 9, 10, 11, 12, 13, 14, 15, 16, 18, 19, 20
Zinc 2, 4, 6, 10, 11, 16, 17, 18
Benzo(a)pyrene 1, 3, 4, 5, 8, 9, 10, 11, 12, 15, 17, 18 2, 6, 7, 14, 16, 19
Table Seven: Location of Identified Outliers
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The CL:AIRE/CIEH guidance recommends that outliers should only be excluded from a dataset where they are clearly the result of an identifiable error or where data indicates that there is more than one soil population within the dataset.
We have found no significant evidence in the site observations and sample descriptions to support removal of these outliers from the relevant data sets. Moreover, the fact that outliers are present in the majority of data-sets for cadmium, copper lead, zinc and benzo(a)pyrene suggest that these values are not errors but are a feature of the contaminant distribution at the site.
Therefore in line with the guidance we consider that the higher concentrations represent part of the normal range of concentrations that receptors may be exposed to and have not been removed from data-sets.
7.3.5 Data Distribution
The distribution of data and statistical tests used are shown in the statistical data sheets included in Attachment Three.
7.4 Results and Evaluation
We carried out an assessment using the full data-set for each allotment plot. The results, summarised in Table Eight below, indicate that cadmium, vanadium and benzo(a)pyrene pose a significant risk in a large number of plots across the site. Other contaminants posed a risk in a number of individual plots.
Whilst contaminants present in individual plots could potentially be dealt with by carrying out localised remedial work at the site, the more widespread contaminants would indicate that the site as a whole is unlikely to be suitable for use as allotments. We therefore focused further assessment on these contaminants to determine whether it was possible to draw alternative conclusions regarding the risk posed.
The statistical worksheets are included in Attachment Three.
7.4.1 Assessment of Separate Soil Layers
To further investigate the risk posed by cadmium and vanadium and to determine whether we could draw alternative conclusions, we reassessed the data by looking at the topsoil data and made ground data separately.
The results of the reassessment are included in Table Eight, overleaf. As can be seen from the data, the reassessment had very little effect of the overall results, indicating that cadmium and, in particular, vanadium is present throughout both soil layers at relatively high concentrations.
We did not complete a more detailed reassessment of the benzo(a)pyrene data using the two soil layers approach, as we have much smaller data-sets for each plot.
7.4.2 Sensitivity Analysis for Non-Detects
All of the data sets for cadmium and two of the data-sets for benzo(a)pyrene contained a large percentages of non-detects. In our initial assessment we assigned a value of 50% of the limit of detection to all non-detect samples.
We then carried out sensitivity analysis for the data-sets containing a high percentage of non-detects, assigning a value of 10% of the limit of detection to non-detect samples to determine whether this generated an alternative results.
The results for cadmium in Plot Five changed from a marginal pass to a marginal fail. All other results were unchanged, suggesting that our original chosen criteria for non-detect data was generally suitable.
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Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
Cadmium Vanadium
Plot
Ars
enic
All
sam
ples
Sha
llow
sa
mpl
es
Dee
p sa
mpl
es
Cop
per
Lead
All
sam
ples
Sha
llow
sa
mpl
es
Dee
p sa
mpl
es
Zinc
Ben
zo(a
) py
rene
1
1 Fail Fail Fail Pass Fail Fail Fail Fail
2 Pass Pass Fail Pass Fail Fail Fail Pass Fail
3 Fail Fail Fail Pass Fail Fail Fail Fail
4 Fail Fail Pass Pass Fail Fail Fail Pass Fail
5 Fail Fail Pass Pass Pass Fail Fail Fail Fail
6 Fail Fail Fail Pass Pass Fail Fail Fail Pass Fail
7 Fail Fail Fail Fail Fail Fail Fail
8 Fail Fail Fail Fail
9 Pass Pass Pass Pass Fail Fail Fail Fail
10 Fail Fail Pass Pass Pass Fail Fail Fail Pass Fail
11 Pass Fail Pass Fail Fail Pass Fail Fail Fail Pass Fail
12 Fail Fail Fail Fail
13 Fail Fail Pass
14 Fail Fail Fail Fail
15 Fail Fail Fail Fail
16 Pass Pass Pass Pass Fail Fail Fail Fail Pass Fail
17 Pass Pass Fail Pass Fail Fail Fail Fail Fail Fail
18 Fail Fail Fail Fail Pass Fail
19 Pass Fail Fail Fail Fail
20 Fail Fail Fail Notes: Pass indicates that the null hypothesis has been rejected and average concentrations are considered to be below the
critical concentration. The site is considered suitable for use. Fail indicates that the null hypothesis cannot be rejected and we cannot conclude that average concentrations are below the critical concentration. The site is not confirmed as suitable for use.
1 We have insufficient data points in each dataset for benzo(a)pyrene to split the dataset further into shallow and deep layers.
Table Eight: Results of Statistical Analysis
7.5 Zoning and Contaminant Distribution
For those contaminants that have been identified as posing a risk in a large number of the plots, specifically cadmium, vanadium and benzo(a)pyrene we have plotted the distribution of contaminants across the site. The plots are shown in Figure Four to Six on the following pages.
The aim was to identify any areas of the site where contaminant concentrations are lower then average with a view to possibly re-zoning the site and relocating allotment plots in less contaminated areas.
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PLT6 BH10
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PLOT 2
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PLOT 5PLOT 6
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Figure Four: Benzo(a)pyrene Concentration Plots in Shallow and Deep Soil
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PLT6 BH4
PLT6 BH3
PLT6 BH2
PLT5 BH9
PLT5 BH8
PLT5 BH6
PLT5 BH5
PLT5 BH4
PLT5 BH3
PLT5 BH2PLT5 BH10
PLT5 BH1PLT4 BH9
PLT4 BH8
PLT4 BH6
PLT4 BH4
PLT4 BH3
PLT4 BH2PLT4 BH10
PLT4 BH1PLT3 BH9
PLT3 BH8
PLT3 BH7
PLT3 BH3
PLT3 BH2PLT3 BH10
PLT3 BH1PLT2 BH9
PLT2 BH8
PLT2 BH3
PLT2 BH2PLT2 BH10
PLT2 BH1
PLT1 BH10
PLT1 BH1
PLT16 BH5
PLT16 BH4
PLT16 BH3
PLT16 BH2
PLT16 BH1
PLT15 BH5
PLT15 BH4
PLT15 BH3
PLT15 BH2
PLT15 BH1
PLT14 BH5PLT14 BH3
PLT14 BH2
PLT14 BH1
PLT12 BH1
PLT12 BH2
PLT10 BH6
PLT10 BH5
PLT1 BH9
PLT6 BH7
PLT11 BH5
PLT11 BH1PLT11 BH2
PLT11 BH3PLT6 BH6
PLT6 BH5PLT12 BH3
PLT11 BH8
PLT11 BH7
PLT11 BH6
PLT11 BH4
PLT11 BH9
PLT11 BH10
PLT13 BH1
PLT13 BH2
PLT13 BH3
PLT13 BH6
PLT13 BH5
PLT13 BH4
PLT16 BH6
PLT16 BH7
PLT12 BH6
PLT12 BH5
PLT12 BH4
PLT12 BH9
PLT12 BH8
PLT12 BH7
PLOT 2
PLOT 3
PLOT 4
PLOT 5
PLOT 1
PLOT 5PLOT 6
PLOT 7
PLOT 8
PLOT 9
PLOT 10
PLOT 13
PLOT 12
PLOT 11
PLOT 14
PLOT 15
PLOT 16
PLOT 17
PLOT 18
PLOT 19
PLOT 20
PLT6 BH10
PLT9 BH1
PLT8 BH2
PLT8 BH10
PLT8 BH1
PLT7 BH9
PLT7 BH6
PLT7 BH3
PLT7 BH2
PLT7 BH10
PLT7 BH1
PLT6 BH9
PLT6 BH8
PLT6 BH1
PLT5 BH7
PLT4 BH7
PLT20 BH9
PLT20 BH8
PLT20 BH7
PLT20 BH6
PLT20 BH5
PLT20 BH4
PLT20 BH3
PLT20 BH2
PLT20 BH10PLT20 BH1
PLT19 BH9
PLT19 BH8
PLT19 BH7
PLT19 BH6
PLT19 BH5
PLT19 BH4
PLT19 BH3
PLT19 BH2
PLT19 BH10
PLT19 BH1
PLT18 BH9
PLT18 BH8
PLT18 BH7
PLT18 BH6
PLT18 BH5
PLT18 BH4
PLT18 BH3
PLT18 BH2
PLT18 BH10
PLT18 BH1
PLT17 BH9
PLT17 BH8
PLT17 BH7
PLT17 BH6
PLT17 BH5
PLT17 BH4
PLT17 BH3
PLT17 BH2
PLT17 BH10
PLT17 BH1
PLT14 BH4
PLT10 BH9
PLT10 BH8
PLT10 BH7
PLT10 BH4
PLT10 BH3
PLT10 BH2
PLT10 BH10
PLT10 BH1
PLT3 BH4
PLT4 BH5
PLT3 BH6
PLT3 BH5
PLT2 BH7
PLT2 BH6
PLT2 BH5
PLT2 BH4
PLT1 BH2
PLT1 BH8
PLT1 BH7
PLT1 BH6
PLT1 BH5
PLT1 BH4
PLT1 BH3
PLT9 BH9
PLT9 BH8
PLT9 BH7
PLT9 BH6
PLT9 BH5
PLT9 BH4
PLT9 BH3
PLT9 BH2
PLT9 BH10
PLT8 BH9
PLT8 BH8
PLT8 BH7
PLT8 BH6
PLT8 BH5
PLT8 BH4
PLT8 BH3
PLT7 BH8
PLT7 BH7
PLT7 BH5
PLT7 BH4
PLT6 BH4
PLT6 BH3
PLT6 BH2
PLT5 BH9
PLT5 BH8
PLT5 BH6
PLT5 BH5
PLT5 BH4
PLT5 BH3
PLT5 BH2PLT5 BH10
PLT5 BH1PLT4 BH9
PLT4 BH8
PLT4 BH6
PLT4 BH4
PLT4 BH3
PLT4 BH2PLT4 BH10
PLT4 BH1PLT3 BH9
PLT3 BH8
PLT3 BH7
PLT3 BH3
PLT3 BH2PLT3 BH10
PLT3 BH1PLT2 BH9
PLT2 BH8
PLT2 BH3
PLT2 BH2PLT2 BH10
PLT2 BH1
PLT1 BH10
PLT1 BH1
PLT16 BH5
PLT16 BH4
PLT16 BH3
PLT16 BH2
PLT16 BH1
PLT15 BH5
PLT15 BH4
PLT15 BH3
PLT15 BH2
PLT15 BH1
PLT14 BH5PLT14 BH3
PLT14 BH2
PLT14 BH1
PLT12 BH1
PLT12 BH2
PLT10 BH6
PLT10 BH5
PLT1 BH9
PLT6 BH7
PLT11 BH5
PLT11 BH1PLT11 BH2
PLT11 BH3PLT6 BH6
PLT6 BH5PLT12 BH3
PLT11 BH8
PLT11 BH7
PLT11 BH6
PLT11 BH4
PLT11 BH9
PLT11 BH10
PLT13 BH1
PLT13 BH2
PLT13 BH3
PLT13 BH6
PLT13 BH5
PLT13 BH4
PLT16 BH6
PLT16 BH7
PLT12 BH6
PLT12 BH5
PLT12 BH4
PLT12 BH9
PLT12 BH8
PLT12 BH7
PLOT 2
PLOT 3
PLOT 4
PLOT 5
PLOT 1
PLOT 5PLOT 6
PLOT 7
PLOT 8
PLOT 9
PLOT 10
PLOT 13
PLOT 12
PLOT 11
PLOT 14
PLOT 15
PLOT 16
PLOT 17
PLOT 18
PLOT 19
PLOT 20
Figure Five: Cadmium Concentration Plots in Shallow and Deep Soil
In12885 CL 002 Page 29
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
PLT6 BH10
PLT9 BH1
PLT8 BH2
PLT8 BH10
PLT8 BH1
PLT7 BH9
PLT7 BH6
PLT7 BH3
PLT7 BH2
PLT7 BH10
PLT7 BH1
PLT6 BH9
PLT6 BH8
PLT6 BH1
PLT5 BH7
PLT4 BH7
PLT20 BH9
PLT20 BH8
PLT20 BH7
PLT20 BH6
PLT20 BH5
PLT20 BH4
PLT20 BH3
PLT20 BH2
PLT20 BH10PLT20 BH1
PLT19 BH9
PLT19 BH8
PLT19 BH7
PLT19 BH6
PLT19 BH5
PLT19 BH4
PLT19 BH3
PLT19 BH2
PLT19 BH10
PLT19 BH1
PLT18 BH9
PLT18 BH8
PLT18 BH7
PLT18 BH6
PLT18 BH5
PLT18 BH4
PLT18 BH3
PLT18 BH2
PLT18 BH10
PLT18 BH1
PLT17 BH9
PLT17 BH8
PLT17 BH7
PLT17 BH6
PLT17 BH5
PLT17 BH4
PLT17 BH3
PLT17 BH2
PLT17 BH10
PLT17 BH1
PLT14 BH4
PLT10 BH9
PLT10 BH8
PLT10 BH7
PLT10 BH4
PLT10 BH3
PLT10 BH2
PLT10 BH10
PLT10 BH1
PLT3 BH4
PLT4 BH5
PLT3 BH6
PLT3 BH5
PLT2 BH7
PLT2 BH6
PLT2 BH5
PLT2 BH4
PLT1 BH2
PLT1 BH8
PLT1 BH7
PLT1 BH6
PLT1 BH5
PLT1 BH4
PLT1 BH3
PLT9 BH9
PLT9 BH8
PLT9 BH7
PLT9 BH6
PLT9 BH5
PLT9 BH4
PLT9 BH3
PLT9 BH2
PLT9 BH10
PLT8 BH9
PLT8 BH8
PLT8 BH7
PLT8 BH6
PLT8 BH5
PLT8 BH4
PLT8 BH3
PLT7 BH8
PLT7 BH7
PLT7 BH5
PLT7 BH4
PLT6 BH4
PLT6 BH3
PLT6 BH2
PLT5 BH9
PLT5 BH8
PLT5 BH6
PLT5 BH5
PLT5 BH4
PLT5 BH3
PLT5 BH2PLT5 BH10
PLT5 BH1PLT4 BH9
PLT4 BH8
PLT4 BH6
PLT4 BH4
PLT4 BH3
PLT4 BH2PLT4 BH10
PLT4 BH1PLT3 BH9
PLT3 BH8
PLT3 BH7
PLT3 BH3
PLT3 BH2PLT3 BH10
PLT3 BH1PLT2 BH9
PLT2 BH8
PLT2 BH3
PLT2 BH2PLT2 BH10
PLT2 BH1
PLT1 BH10
PLT1 BH1
PLT16 BH5
PLT16 BH4
PLT16 BH3
PLT16 BH2
PLT16 BH1
PLT15 BH5
PLT15 BH4
PLT15 BH3
PLT15 BH2
PLT15 BH1
PLT14 BH5PLT14 BH3
PLT14 BH2
PLT14 BH1
PLT12 BH1
PLT12 BH2
PLT10 BH6
PLT10 BH5
PLT1 BH9
PLT6 BH7
PLT11 BH5
PLT11 BH1PLT11 BH2
PLT11 BH3PLT6 BH6
PLT6 BH5PLT12 BH3
PLT11 BH8
PLT11 BH7
PLT11 BH6
PLT11 BH4
PLT11 BH9
PLT11 BH10
PLT13 BH1
PLT13 BH2
PLT13 BH3
PLT13 BH6
PLT13 BH5
PLT13 BH4
PLT16 BH6
PLT16 BH7
PLT12 BH6
PLT12 BH5
PLT12 BH4
PLT12 BH9
PLT12 BH8
PLT12 BH7
PLOT 2
PLOT 3
PLOT 4
PLOT 5
PLOT 1
PLOT 5PLOT 6
PLOT 7
PLOT 8
PLOT 9
PLOT 10
PLOT 13
PLOT 12
PLOT 11
PLOT 14
PLOT 15
PLOT 16
PLOT 17
PLOT 18
PLOT 19
PLOT 20
PLT6 BH10
PLT9 BH1
PLT8 BH2
PLT8 BH10
PLT8 BH1
PLT7 BH9
PLT7 BH6
PLT7 BH3
PLT7 BH2
PLT7 BH10
PLT7 BH1
PLT6 BH9
PLT6 BH8
PLT6 BH1
PLT5 BH7
PLT4 BH7
PLT20 BH9
PLT20 BH8
PLT20 BH7
PLT20 BH6
PLT20 BH5
PLT20 BH4
PLT20 BH3
PLT20 BH2
PLT20 BH10PLT20 BH1
PLT19 BH9
PLT19 BH8
PLT19 BH7
PLT19 BH6
PLT19 BH5
PLT19 BH4
PLT19 BH3
PLT19 BH2
PLT19 BH10
PLT19 BH1
PLT18 BH9
PLT18 BH8
PLT18 BH7
PLT18 BH6
PLT18 BH5
PLT18 BH4
PLT18 BH3
PLT18 BH2
PLT18 BH10
PLT18 BH1
PLT17 BH9
PLT17 BH8
PLT17 BH7
PLT17 BH6
PLT17 BH5
PLT17 BH4
PLT17 BH3
PLT17 BH2
PLT17 BH10
PLT17 BH1
PLT14 BH4
PLT10 BH9
PLT10 BH8
PLT10 BH7
PLT10 BH4
PLT10 BH3
PLT10 BH2
PLT10 BH10
PLT10 BH1
PLT3 BH4
PLT4 BH5
PLT3 BH6
PLT3 BH5
PLT2 BH7
PLT2 BH6
PLT2 BH5
PLT2 BH4
PLT1 BH2
PLT1 BH8
PLT1 BH7
PLT1 BH6
PLT1 BH5
PLT1 BH4
PLT1 BH3
PLT9 BH9
PLT9 BH8
PLT9 BH7
PLT9 BH6
PLT9 BH5
PLT9 BH4
PLT9 BH3
PLT9 BH2
PLT9 BH10
PLT8 BH9
PLT8 BH8
PLT8 BH7
PLT8 BH6
PLT8 BH5
PLT8 BH4
PLT8 BH3
PLT7 BH8
PLT7 BH7
PLT7 BH5
PLT7 BH4
PLT6 BH4
PLT6 BH3
PLT6 BH2
PLT5 BH9
PLT5 BH8
PLT5 BH6
PLT5 BH5
PLT5 BH4
PLT5 BH3
PLT5 BH2PLT5 BH10
PLT5 BH1PLT4 BH9
PLT4 BH8
PLT4 BH6
PLT4 BH4
PLT4 BH3
PLT4 BH2PLT4 BH10
PLT4 BH1PLT3 BH9
PLT3 BH8
PLT3 BH7
PLT3 BH3
PLT3 BH2PLT3 BH10
PLT3 BH1PLT2 BH9
PLT2 BH8
PLT2 BH3
PLT2 BH2PLT2 BH10
PLT2 BH1
PLT1 BH10
PLT1 BH1
PLT16 BH5
PLT16 BH4
PLT16 BH3
PLT16 BH2
PLT16 BH1
PLT15 BH5
PLT15 BH4
PLT15 BH3
PLT15 BH2
PLT15 BH1
PLT14 BH5PLT14 BH3
PLT14 BH2
PLT14 BH1
PLT12 BH1
PLT12 BH2
PLT10 BH6
PLT10 BH5
PLT1 BH9
PLT6 BH7
PLT11 BH5
PLT11 BH1PLT11 BH2
PLT11 BH3PLT6 BH6
PLT6 BH5PLT12 BH3
PLT11 BH8
PLT11 BH7
PLT11 BH6
PLT11 BH4
PLT11 BH9
PLT11 BH10
PLT13 BH1
PLT13 BH2
PLT13 BH3
PLT13 BH6
PLT13 BH5
PLT13 BH4
PLT16 BH6
PLT16 BH7
PLT12 BH6
PLT12 BH5
PLT12 BH4
PLT12 BH9
PLT12 BH8
PLT12 BH7
PLOT 2
PLOT 3
PLOT 4
PLOT 5
PLOT 1
PLOT 5PLOT 6
PLOT 7
PLOT 8
PLOT 9
PLOT 10
PLOT 13
PLOT 12
PLOT 11
PLOT 14
PLOT 15
PLOT 16
PLOT 17
PLOT 18
PLOT 19
PLOT 20
Figure Six: Vanadium Concentration Plots in Shallow and Deep Soil
In12885 CL 002 Page 30
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
As can be seen from the contamination distribution plots:
Ø Cadmium is primarily present across northern and western areas of the site. However other contaminants are present in high concentrations relative to the critical criteria across much of the site.
Ø Vanadium, in particular, was recorded at concentrations in excess of the critical criteria in 75% of samples indicating a widespread problem, not limited to specific areas of the site. Vanadium is present in both shallow and deep soil across the majority of the site, with higher concentrations present in the shallow soil.
Ø The plots indicate the benzo(a)pyrene concentrations in shallow soil pose a risk only on the eastern part of the site. However, in deeper soils, benzo(a)pyrene concentrations were generally found to poses a risk across the rest of the site. This is almost certainly due to the tarmac component of the underlying Made Ground material that we encountered across the site.
Generally, the areas of impact of the various contaminants overlap and we have not been able to identify any areas of the site where concentrations of all compounds are below the critical concentrations. On the basis of our assessment of contamination distribution, we conclude that re-zoning land uses on the site will not enable us to identify suitable plots for allotment use.
8 Discussion and Conclusions
8.1 Possible Sources of Identified Contaminants
We have reviewed potential sources of the key contaminants we have identified at the site.
Contaminant Natural Sources Anthropogenic Sources
Vanadium Weathering of vanadium rich rocks. Found at ~15mg/kg primarily in the Americans, Africa and Australasia
Widespread industrial use, mainly metallurgic and metal work industry, also burning of fossil fuels and disposal of ash.
Cadmium Include volcanic activity an forest fires
By product from processing of zinc, it is also used in batteries, pigments and a range of other industrial uses.
Other contaminants which were present across the site include copper and zinc which are also often associated with metal smelting activities.
Benzo(a)pyrene Natural fossil fuel depots, usually found at depth. Volcanic eruptions and forest fires.
Coal, tar, asphalt, roofing tar. Aluminium iron and steel production.
Also produced by the incomplete combustion of organic materials.
Table Nine: Possible Sources of Contaminants of Concern
We consider that all of the key contaminants identified are connected to metal production or processing, which may indicate the source of the underlying Made Ground material that we encountered. However, as the contaminants are associated with a wide range of industrial and commercial processed the exact source cannot be identified.
On balance, and taking into account the appearance of the Made Ground material we encountered (visible ash and tarry material encountered, along with mass concrete and brick) we consider it most likely that the contaminants identified result from anthropogenic sources.
In12885 CL 002 Page 31
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
8.2 Statistical Assessment
Our statistical assessment identified at least one contaminant on every allotment plot that was determined to pose a significant risk to allotment users.
As we noted previously, statistical outliers were identified in a large number of datasets. In some cases the outlier was the only reason the plot ‘failed’ the assessment. However as these outliers were recorded in a large number of plots they appear to be part of the distribution of the contaminant concentrations and therefore cannot be excluded as isolated hotspots.
For example, in the case of benzo(a)pyrene many of the outliers were most likely associated with tarmac fragments which were observed in shallow soil across many parts of the site. This would therefore indicate that the source of benzo(a)pyrene is widespread (i.e. tarmac fragments are fairly evenly distributed throughout the soil) and it is unlikely that this source can be removed by selected excavation.
We have used industry standard Soil Guideline Values and General Assessment Criteria to complete our risk assessment. As noted in the HPA review of previous assessment reports (Ref.5), these criteria are based on a soil organic matter of 2.5% and a soil type of sandy loam. As this is not fully reflective of site conditions, the HPA recommended that further work might be required derive more site specific criteria. The HPA made a number of other additional suggestions that could provide more site specific assessment criteria.
However, given the extent of the contamination, both in terms of wide distribution across the site and high concentrations relative to published compliance criteria, we do not consider there is any benefit to carrying out more detailed and site specific analysis as any change in individual outcomes is likely to be marginal and not likely to effect the overall conclusions we have drawn regarding the suitability of the site for allotment use.
8.3 Conclusions
On the basis of the findings of our investigation and detailed risk assessment, we consider that the site is not suitable for use as allotments.
Due to the nature of the underlying Made Ground material and based on the distribution of contaminants we have encountered we also conclude that there is unlikely to be a cost effective remediation solution for the site.
We do not consider re-zoning of site use and/or localised remedial excavation and replacement of shallow soils will be sufficient to provide adequate protection to future allotment holders. Suitable remediation strategies would require extensive excavation of the contaminated soils and/or Made Ground, placement of capping layers and importation of suitably inert top soils to a thickness sufficient to allow plant growth.
In12885 CL 002 Page 32
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
9 References
1. RSK Group plc (December 2008). ‘Geo-Environmental Site Investigation’. Report No.. 22647-1(00)
2. Jacobs Engineering UK Ltd (March 2009). ‘Ground Investigation Report’. Report No. PRO2282
3. Mayer Environmental (May 2009). ‘Bassetsbury Lane Allotments’ letter report . Report No. 71563
4. URS Corporation (November 2009). ‘Soil Investigation and Assessment’. Report No. LORP0001
5. Health Protection Agency (February 2010). ‘Comments on Bassetsbury Lane Allotments Ground Investigation’.
6. Reading University (July 2011). ‘Bassetsbury Rd. Allotments’ report detailing a study into the potential uptake of cadmium by root vegetables.
7. Environment Agency (September 2004). ‘Model Procedures for the Management of Land Contaminated Land Report 11’ (CLR11).
8. Environment Agency (January 2009). ‘Human health toxicological assessment of contaminants in soil’ Science Report SC050021/SR2
9. Environment Agency (January 2009). ‘Updated Technical Background to the CLEA Model’ Science Report SC050021/SR3
10. Chartered Institute of Environmental Health and CL:AIRE (May 2008). ‘Guidance on Comparing Soil Contamination Data with a Critical Concentration’
11. Land Quality Management and Chartered Institute of Environmental Health (2009) ‘The LQM/CIEH Generic Assessment Criteria for Human Health Risk Assessment, 2nd Edition’.
ATTACHMENT ONE:
NOTICE TO INTERESTED PARTIES
In12885 CL 002 Attachment One
Site Characterisation and Detailed Quantitative Risk Assessment – Bassetsbury Allotments
NOTICE TO INTERESTED PARTIES The purpose of our target levels is to determine site-specific concentrations of soil and/or groundwater that will not pose a toxicological risk to identified on-site and off-site receptors.
Where stated in this report, we have used information supplied by third parties. While we have evaluated as far as possible the validity of this information, we cannot guarantee its accuracy in any way whatsoever.
When examining the voracity of the base data used in our assessment, we would make the following comments. No investigation technique is capable of completely identifying all of the contaminants that might be present in the soil or groundwater under a site. Where specified in our report, we have examined the ground by constructing a number of boreholes and/or trial pits. We recovered samples of soil and/or groundwater from available exposures. The depth and spacing of our sampling locations were selected to ensure with a reasonable probability that they would be representative of the actual conditions across the whole site.
Soil is, however, intrinsically variable and the spread of contaminants within the soil is therefore subject to a degree of non-uniformity. For these reasons no sampling technique can completely eliminate the possibility of obtaining samples that are not representative of the actual conditions. Our sampling techniques have simply reduced the possibility to an acceptable level.
Groundwater levels and soil vapour levels that we report were accurate at the time of the investigation. Groundwater and soil vapour levels are variable. Long term monitoring may be required to ensure that the levels recorded during our investigation are representative of long term and possible ‘worst case’ conditions.
This investigation was carried out to assess the significance of contamination resulting from use of the site as identified in this report. Unless we have indicated otherwise, no assessment of the potential impact of any other previous uses has been made. No investigation was carried out to determine whether or not any deleterious or hazardous materials have been used in the construction of the buildings present on the site.
We do not accept any responsibility for the cost of remedial works or other costs incurred in whatever way whatsoever as a result of any omissions, errors or other shortcomings in this report unless we have been given reasonable opportunity to verify ourselves that such faults exist and we have been given a reasonable opportunity to carry out works to remedy such faults ourselves using the most practicable means available to us. We do not accept liability for any consequential losses incurred by you while we carry out any remedial works we deem necessary. This report has been prepared for Wycombe District Council. Use of, and reliance on, this report by other third parties will be at such third parties own risk, and we are unable to accept any liability or responsibility to third parties. Neither the whole nor any part of this report, or any reference to it, may be included in any published document circular or statement or published in any way without our prior written approval.
This report and its contents, together with any supporting correspondence or other documentation, remain the property of Subadra Consulting Limited until paid for in full.
ATTACHMENT TWO: CHEMICAL ANALYSIS CERTIFICATES
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: None Supplied
Sample Receipt Date: 15/05/2013
Sample Scheduled Date: 15/05/2013
Report Issue Number: 1
Reporting Date: 21/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14562
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 1 BH1 Plot 1 BH1 Plot 1 BH2 Plot 1 BH2 Plot 1 BH3
S1 S2 S1 S2 S1
0.30 0.70 0.30 0.60 0.30
68892 68893 68894 68895 68896
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.8
Total Organic Carbon (TOC) % < 0.1 NONE 1.8 2.7
Arsenic (As) mg/kg < 2 MCERTS 6 8 6 8 6
Barium (Ba) mg/kg < 5 NONE 106 127 90 134 85
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 0.8 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 1.1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.6 0.8 1.4 3.4 1.4
Chromium (Cr) mg/kg < 2 MCERTS 21 26 19 27 16
Copper (Cu) mg/kg < 4 MCERTS 104 21 95 98 83
Lead (Pb) mg/kg < 3 MCERTS 109 64 63 95 66
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 27 31 27 34 25
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 28 46 26 35 24
Zinc (Zn) mg/kg < 3 MCERTS 161 95 118 148 115
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 1 BH3 Plot 1 BH4 Plot 1 BH4 Plot 1 BH5 Plot 1 BH5
S2 S1 S2 S1 S2
0.60 0.30 0.80 0.30 0.70
68897 68898 68899 68900 68901
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.7
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 7 6 3 6 10
Barium (Ba) mg/kg < 5 NONE 102 93 34 170 120
Beryllium (Be) mg/kg < 0.5 NONE 0.6 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.9 2.4 1 3.1 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 10 17 5 35 8
Copper (Cu) mg/kg < 4 MCERTS 37 87 11 219 43
Lead (Pb) mg/kg < 3 MCERTS 561 192 17 152 248
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 16 23 5 44 9
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 20 21 6 35 10
Zinc (Zn) mg/kg < 3 MCERTS 83 144 41 221 119
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Reporting Date: 21/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 1 BH6 Plot 1 BH6 Plot 1 BH7 Plot 1 BH7 Plot 1 BH8
S1 S2 S1 S2 S1
0.30 0.50 0.30 0.80 0.30
68902 68903 68904 68905 68906
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 4 6 21 2 5
Barium (Ba) mg/kg < 5 NONE 58 123 129 25 80
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 1.1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1 6.9 2.9 < 0.5 1.4
Chromium (Cr) mg/kg < 2 MCERTS 12 28 37 5 18
Copper (Cu) mg/kg < 4 MCERTS 94 224 249 5 90
Lead (Pb) mg/kg < 3 MCERTS 41 128 90 16 63
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 17 40 59 7 26
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 15 27 32 9 22
Zinc (Zn) mg/kg < 3 MCERTS 93 178 209 23 112
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 1 BH8 Plot 1 BH9 Plot 1 BH9 Plot 1 BH10 Plot 1 BH10
S2 S1 S2 S1 S2
0.70 0.30 0.80 0.30 0.60
68907 68908 68909 68910 68911
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 5 6 15 9 4
Barium (Ba) mg/kg < 5 NONE 48 203 38 153 44
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 1.2 < 0.5 1.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 11 24 13 58 11
Copper (Cu) mg/kg < 4 MCERTS 11 64 11 187 5
Lead (Pb) mg/kg < 3 MCERTS 28 73 18 91 8
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 15 26 15 100 12
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 21 37 24 43 18
Zinc (Zn) mg/kg < 3 MCERTS 40 138 38 167 31
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 2 BH1 Plot 2 BH1 Plot 2 BH2 Plot 2 BH3 Plot 2 BH3
S1 S2 S1 S1 S2
0.30 0.70 0.30 0.30 1.00
68912 68913 68914 68915 68916
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.6 8.3
Total Organic Carbon (TOC) % < 0.1 NONE 2.4 1.7
Arsenic (As) mg/kg < 2 MCERTS 6 6 5 4 3
Barium (Ba) mg/kg < 5 NONE 104 114 87 71 29
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.9 1.5 1.4 1 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 29 30 26 39 5
Copper (Cu) mg/kg < 4 MCERTS 142 99 187 70 5
Lead (Pb) mg/kg < 3 MCERTS 69 82 56 50 9
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 60 56 30 17 7
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 29 27 23 26 9
Zinc (Zn) mg/kg < 3 MCERTS 145 122 115 89 23
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 2 BH4 Plot 2 BH4 Plot 2 BH5 Plot 2 BH5 Plot 2 BH6
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
68917 68918 68919 68920 68921
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 5 2 3 5 5
Barium (Ba) mg/kg < 5 NONE 56 17 59 141 76
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 < 0.5 0.7 < 0.5 0.8
Chromium (Cr) mg/kg < 2 MCERTS 9 3 18 11 14
Copper (Cu) mg/kg < 4 MCERTS 25 < 4 34 33 40
Lead (Pb) mg/kg < 3 MCERTS 50 6 41 240 57
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 11 3 35 10 14
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 15 4 15 14 21
Zinc (Zn) mg/kg < 3 MCERTS 59 13 59 126 81
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 2 BH6 Plot 2 BH7 Plot 2 BH7 Plot 2 BH8 Plot 2 BH9
S2 S1 S2 S1 S1
0.70 0.30 0.80 0.30 0.30
68922 68923 68924 68925 68926
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 23 6 3 5 7
Barium (Ba) mg/kg < 5 NONE 453 99 87 80 133
Beryllium (Be) mg/kg < 0.5 NONE 0.6 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.8 1.1 < 0.5 1.4 2
Chromium (Cr) mg/kg < 2 MCERTS 35 48 7 19 30
Copper (Cu) mg/kg < 4 MCERTS 277 74 24 376 192
Lead (Pb) mg/kg < 3 MCERTS 485 79 159 64 104
Mercury (Hg) mg/kg < 1 NONE 1.3 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 39 19 7 27 41
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 43 21 9 22 37
Zinc (Zn) mg/kg < 3 MCERTS 1070 125 122 141 177
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Reporting Date: 21/05/2013 QTSE Sample No
Additional Refs
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 13
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
Plot 2 BH9 Plot 2 BH10 Plot 2 BH10
S2 S1 S2
0.80 0.30 0.80
68927 68928 68929
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 5 2
Barium (Ba) mg/kg < 5 NONE 65 124 19
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 2.3 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 14 31 4
Copper (Cu) mg/kg < 4 MCERTS 14 183 < 4
Lead (Pb) mg/kg < 3 MCERTS 29 79 < 3
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 18 63 7
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 25 39 6
Zinc (Zn) mg/kg < 3 MCERTS 50 168 13
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14562 Date Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 1 BH2 Plot 1 BH4 Plot 1 BH7 Plot 1 BH7 Plot 1 BH9
S1 S2 S1 S2 S2
0.30 0.80 0.30 0.80 0.80
68894 68899 68904 68905 68909
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.62
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 0.49 < 0.1 < 0.1 0.44
Fluorene mg/kg < 0.1 MCERTS < 0.1 0.47 < 0.1 < 0.1 1.27
Phenanthrene mg/kg < 0.1 MCERTS 0.39 5.53 < 0.1 0.46 17.60
Anthracene mg/kg < 0.1 MCERTS < 0.1 1.42 < 0.1 < 0.1 3.76
Fluoranthene mg/kg < 0.1 MCERTS 1.02 7.90 0.47 1.03 21.10
Pyrene mg/kg < 0.1 MCERTS 0.83 6.48 0.45 0.87 16
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.48 2.72 0.22 0.40 6.50
Chrysene mg/kg < 0.1 MCERTS 0.51 2.83 0.27 0.48 6.30
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.53 3.10 0.36 0.58 5.90
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.17 1.09 < 0.1 0.19 2.26
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.38 2.39 0.23 0.41 4.28
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.23 1.48 0.17 0.31 2.20
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 0.26 < 0.1 < 0.1 0.53
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.19 1.23 0.16 0.25 1.83
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 4.7 37.4 2.3 5 90.5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 21/05/2013 QTSE Sample No
Order No: None Supplied Depth (m)
Project / Job Ref: IN12885 Additional Refs
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
Maidstone
Site Reference: Bassetsbury TP / BH No
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 2 BH2 Plot 2 BH4 Plot 2 BH4 Plot 2 BH7 Plot 2 BH7
S1 S1 S2 S1 S2
0.30 0.30 0.80 0.30 0.80
68914 68917 68918 68923 68924
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.51 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.68 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.16 < 0.1 7.49 0.14 0.74
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 1.85 < 0.1 0.15
Fluoranthene mg/kg < 0.1 MCERTS 0.50 0.32 8.29 0.54 1.68
Pyrene mg/kg < 0.1 MCERTS 0.45 0.28 6.17 0.52 1.49
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.25 0.15 2.69 0.26 0.67
Chrysene mg/kg < 0.1 MCERTS 0.29 0.18 2.74 0.32 0.81
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.40 0.26 2.80 0.43 1.01
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.11 < 0.1 1 0.13 0.33
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.26 0.18 2.14 0.29 0.75
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.20 0.14 1.34 0.21 0.52
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.25 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.18 0.14 1.07 0.21 0.47
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 2.8 1.6 39 3 8.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Report No: 13-14562 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent ME17 2JN
Tel : 01622 851105 '
Maidstone
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 13
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
68892 Plot 1 BH1 S1 0.30 13.7
68893 Plot 1 BH1 S2 0.70 21
68894 Plot 1 BH2 S1 0.30 13.7
68895 Plot 1 BH2 S2 0.60 18.6
68896 Plot 1 BH3 S1 0.30 18.4
68897 Plot 1 BH3 S2 0.60 16.7
68898 Plot 1 BH4 S1 0.30 15.6
68899 Plot 1 BH4 S2 0.80 18.4
68900 Plot 1 BH5 S1 0.30 16.2
68901 Plot 1 BH5 S2 0.70 16.1
68902 Plot 1 BH6 S1 0.30 15.6
68903 Plot 1 BH6 S2 0.50 15.2
68904 Plot 1 BH7 S1 0.30 15.7
68905 Plot 1 BH7 S2 0.80 17.8
68906 Plot 1 BH8 S1 0.30 20.7
68907 Plot 1 BH8 S2 0.70 16.5
68908 Plot 1 BH9 S1 0.30 21.7
68909 Plot 1 BH9 S2 0.80 14.8
68910 Plot 1 BH10 S1 0.30 15.5
68911 Plot 1 BH10 S2 0.60 19.1
68912 Plot 2 BH1 S1 0.30 15
68913 Plot 2 BH1 S2 0.70 17.4
68914 Plot 2 BH2 S1 0.30 12.1
68915 Plot 2 BH3 S1 0.30 16
68916 Plot 2 BH3 S2 1.00 14.4
68917 Plot 2 BH4 S1 0.30 17.4
68918 Plot 2 BH4 S2 0.80 17.6
68919 Plot 2 BH5 S1 0.30 16.7
68920 Plot 2 BH5 S2 0.80 14.1
68921 Plot 2 BH6 S1 0.30 18.7
68922 Plot 2 BH6 S2 0.70 16.1
68923 Plot 2 BH7 S1 0.30 17.3
68924 Plot 2 BH7 S2 0.80 13.7
68925 Plot 2 BH8 S1 0.30 16.4
68926 Plot 2 BH9 S1 0.30 12.8
68927 Plot 2 BH9 S2 0.80 15.6
68928 Plot 2 BH10 S1 0.30 15
68929 Plot 2 BH10 S2 0.80 20.7
Insufficient sample I/S
Unsuitable Sample U/S
White chalk
Brown clayey sand with stones
Brown clayey gravel with vegetation
Brown clay with chalk
Brown clay with stones
Brown clayey gravel with chalk and stones
Brown clayey gravel with vegetation
Brown gravelly clay with rubble and vegetation
Brown clay with vegetation
Brown clay with vegetation
White chalk
Brown clayey gravel with stones
Brown clay with chalk and vegetation
Brown clay with stones and vegetation
Brown clay with stones and vegetation
White chalk with vegetation
Brown clay with stones and vegetation
White chalk
Brown clayey gravel with stones and vegetation
Brown clay with vegetation
Brown clay with chalk
Brown clay with stones and chalk
Brown clay with rubble and vegetation
Brown clayey gravel with rubble and vegetation
White chalk
Brown clayey gravel with chalk
Light grey clay with chalk
Brown clay with chalk
Light grey clay with chalk
Brown clayey gravel with chalk and vegetation
Brown clayey gravel with chalk and vegetation
Brown clay with stones and vegetation
White chalk
Subadra Consulting Ltd
Site Reference: Bassetsbury
Brown clayey gravel with vegetation
Order No: None Supplied
Reporting Date: 21/05/2013
Sample Matrix Description
Brown clayey sand with stones and vegetation
Brown clay with chalk
Brown clayey gravel with stones and vegetation
Brown clayey gravel with chalk and vegetation
Project / Job Ref: IN12885
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14562
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 13
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: None Supplied
Reporting Date: 21/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14562
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 13
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: None Supplied
Sample Receipt Date: 15/05/2013
Sample Scheduled Date: 15/05/2013
Report Issue Number: 1
Reporting Date: 21/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14563
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 3 BH1 Plot 3 BH1 Plot 3 BH2 Plot 3 BH2 Plot 3 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
68930 68931 68932 68933 68934
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.9
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 5 5 7 4 6
Barium (Ba) mg/kg < 5 NONE 75 76 113 47 91
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 1.1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.3 < 0.5 3.4 < 0.5 1
Chromium (Cr) mg/kg < 2 MCERTS 35 21 48 11 57
Copper (Cu) mg/kg < 4 MCERTS 112 16 161 17 77
Lead (Pb) mg/kg < 3 MCERTS 45 49 231 19 57
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 95 21 89 12 27
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 22 34 33 18 24
Zinc (Zn) mg/kg < 3 MCERTS 112 46 167 28 96
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Report No: 13-14563 Date Sampled
Subadra Consulting Ltd Time Sampled
Site Reference: Bassetsbury TP / BH No
Reporting Date: 21/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 3 BH3 Plot 3 BH4 Plot 3 BH4 Plot 3 BH5 Plot 3 BH5
S2 S1 S2 S1 S2
0.90 0.30 0.90 0.30 0.80
68935 68936 68937 68938 68939
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 8.1
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS < 2 4 < 2 4 8
Barium (Ba) mg/kg < 5 NONE 34 72 17 71 259
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 1.2 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.9 < 0.5 0.7 5.6
Chromium (Cr) mg/kg < 2 MCERTS 7 14 2 15 14
Copper (Cu) mg/kg < 4 MCERTS 6 70 < 4 57 295
Lead (Pb) mg/kg < 3 MCERTS 16 49 6 52 296
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 5 14 3 14 18
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 11 17 5 17 17
Zinc (Zn) mg/kg < 3 MCERTS 21 107 10 97 298
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14563 Date Sampled
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Site Reference: Bassetsbury TP / BH No
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Analysis carried out on the dried sample is corrected for the stone content
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 3 BH6 Plot 3 BH6 Plot 3 BH7 Plot 3 BH8 Plot 3 BH8
S1 S2 S1 S1 S2
0.30 0.80 0.30 0.30 0.90
68940 68941 68942 68943 68944
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 1.7 0.3
Arsenic (As) mg/kg < 2 MCERTS 6 3 5 3 4
Barium (Ba) mg/kg < 5 NONE 77 86 69 71 59
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE 1.2 < 1 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.8 < 0.5 0.7 1.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 15 12 12 17 14
Copper (Cu) mg/kg < 4 MCERTS 68 13 28 247 20
Lead (Pb) mg/kg < 3 MCERTS 51 114 44 46 34
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 14 8 13 28 15
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 17 19 18 19 23
Zinc (Zn) mg/kg < 3 MCERTS 94 97 71 111 50
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Maidstone
Kent ME17 2JN
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14563 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 3 BH9 Plot 3 BH9 Plot 3 BH10 Plot 3 BH10 Plot 4 BH1
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
68945 68946 68947 68948 68949
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 3 6 4 7
Barium (Ba) mg/kg < 5 NONE 155 49 87 44 146
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.2 < 0.5 2 < 0.5 3.8
Chromium (Cr) mg/kg < 2 MCERTS 21 13 26 13 37
Copper (Cu) mg/kg < 4 MCERTS 106 9 196 9 497
Lead (Pb) mg/kg < 3 MCERTS 68 18 57 7 94
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 23 13 47 15 96
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 27 21 24 21 38
Zinc (Zn) mg/kg < 3 MCERTS 124 31 133 32 291
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Analysis carried out on the dried sample is corrected for the stone content
Project / Job Ref: IN12885 Additional Refs
Maidstone
Kent ME17 2JN
QTS Environmental Report No: 13-14563 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 4 BH1 Plot 4 BH2 Plot 4 BH2 Plot 4 BH3 Plot 4 BH4
S2 S1 S2 S1 S1
0.80 0.30 0.70 0.30 0.30
68950 68951 68952 68953 68954
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.8
Total Organic Carbon (TOC) % < 0.1 NONE 1.9
Arsenic (As) mg/kg < 2 MCERTS 18 7 7 6 4
Barium (Ba) mg/kg < 5 NONE 193 140 135 73 60
Beryllium (Be) mg/kg < 0.5 NONE 1.2 < 0.5 0.7 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.7 3.8 < 0.5 0.9 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 28 42 20 16 9
Copper (Cu) mg/kg < 4 MCERTS 125 353 38 72 20
Lead (Pb) mg/kg < 3 MCERTS 167 103 112 54 32
Mercury (Hg) mg/kg < 1 NONE 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 34 82 25 20 10
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 44 37 31 19 15
Zinc (Zn) mg/kg < 3 MCERTS 178 255 144 95 56
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14563 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Analysis carried out on the dried sample is corrected for the stone content
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 4 BH4 Plot 4 BH5 Plot 4 BH5 Plot 4 BH6 Plot 4 BH6
S2 S1 S2 S1 S2
0.70 0.30 0.70 0.30 0.70
68955 68956 68957 68958 68959
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.9
Total Organic Carbon (TOC) % < 0.1 NONE 1
Arsenic (As) mg/kg < 2 MCERTS 5 9 3 7 5
Barium (Ba) mg/kg < 5 NONE 189 165 37 135 65
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 0.6 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 4.1 < 0.5 1.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 13 19 6 18 8
Copper (Cu) mg/kg < 4 MCERTS 56 69 38 43 38
Lead (Pb) mg/kg < 3 MCERTS 301 273 79 326 95
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 15 18 8 19 7
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 20 23 11 25 11
Zinc (Zn) mg/kg < 3 MCERTS 140 208 35 196 70
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Analysis carried out on the dried sample is corrected for the stone content
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
Maidstone
Kent ME17 2JN
Project / Job Ref: IN12885 Additional Refs
QTS Environmental Report No: 13-14563 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 4 BH7 Plot 4 BH7 Plot 4 BH8 Plot 4 BH8 Plot 4 BH9
S1 S2 S1 S2 S1
0.30 0.70 0.30 0.70 0.30
68960 68961 68962 68963 68964
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 3 4 3 7
Barium (Ba) mg/kg < 5 NONE 118 36 87 34 138
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE 1.1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 2.5 < 0.5 < 0.5 < 0.5 4.7
Chromium (Cr) mg/kg < 2 MCERTS 20 6 10 5 42
Copper (Cu) mg/kg < 4 MCERTS 97 14 37 9 403
Lead (Pb) mg/kg < 3 MCERTS 100 31 216 85 98
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 20 7 11 5 61
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 21 10 14 9 37
Zinc (Zn) mg/kg < 3 MCERTS 152 33 72 32 641
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Maidstone
Kent ME17 2JN
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Soil Analysis Certificate
QTS Environmental Report No: 13-14563 Date Sampled
Tel : 01622 851105 '
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Reporting Date: 21/05/2013 QTSE Sample No
Additional Refs
Order No: None Supplied Depth (m)
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 13
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
Plot 4 BH9 Plot 4 BH10 Plot 4 BH10
S2 S1 S2
0.70 0.30 0.70
68965 68966 68967
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 4 6 3
Barium (Ba) mg/kg < 5 NONE 50 136 35
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 4.4 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 5 38 8
Copper (Cu) mg/kg < 4 MCERTS 7 582 11
Lead (Pb) mg/kg < 3 MCERTS 12 79 18
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 6 63 10
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 9 34 15
Zinc (Zn) mg/kg < 3 MCERTS 23 229 30
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Reporting Date: 21/05/2013 QTSE Sample No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14563 Date Sampled
Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 3 BH2 Plot 3 BH4 Plot 3 BH4 Plot 3 BH7 Plot 3 BH9
S1 S1 S2 S1 S2
0.30 0.30 0.90 0.30 0.80
68932 68936 68937 68942 68946
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 19.40 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 3.56 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 87.20 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 124 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.16 0.14 824 0.13 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 231 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.59 0.51 736 0.39 < 0.1
Pyrene mg/kg < 0.1 MCERTS 0.53 0.47 473 0.36 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.29 0.26 276 0.20 < 0.1
Chrysene mg/kg < 0.1 MCERTS 0.33 0.29 275 0.21 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.46 0.39 280 0.28 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.17 0.12 94.80 < 0.1 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.33 0.27 193 0.20 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.24 0.19 136 0.14 < 0.1
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 28.30 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.24 0.19 106 0.14 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 3.3 2.8 3890 2 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Maidstone
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent ME17 2JN
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14563 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Site Reference: Bassetsbury TP / BH No
Order No: None Supplied Depth (m)
Project / Job Ref: IN12885 Additional Refs
Tel : 01622 851105 '
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 4 BH1 Plot 4 BH1 Plot 4 BH2 Plot 4 BH6 Plot 4 BH8
S1 S2 S2 S2 S1
0.30 0.80 0.70 0.70 0.30
68949 68950 68952 68959 68962
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.39 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.64 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.15 0.29 1.19 7.60 0.35
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.37 2.02 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.34 0.48 2.05 12 0.74
Pyrene mg/kg < 0.1 MCERTS 0.28 0.44 1.79 8.62 0.69
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.12 0.27 0.99 3.55 0.34
Chrysene mg/kg < 0.1 MCERTS 0.16 0.28 1.11 3.86 0.38
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.17 0.24 1.12 3.98 0.43
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.35 1.34 0.15
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 0.18 0.82 2.87 0.34
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.56 1.72 0.22
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.32 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.57 1.47 0.22
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 2.2 10.9 50.4 3.9
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Kent ME17 2JN
Maidstone
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
Tel : 01622 851105 '
QTS Environmental Report No: 13-14563 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 13
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
68930 Plot 3 BH1 S1 0.30 12.8
68931 Plot 3 BH1 S2 0.80 14.6
68932 Plot 3 BH2 S1 0.30 12.8
68933 Plot 3 BH2 S2 0.80 13.9
68934 Plot 3 BH3 S1 0.30 16.9
68935 Plot 3 BH3 S2 0.90 16.4
68936 Plot 3 BH4 S1 0.30 17.6
68937 Plot 3 BH4 S2 0.90 7.3
68938 Plot 3 BH5 S1 0.30 14.8
68939 Plot 3 BH5 S2 0.80 16.8
68940 Plot 3 BH6 S1 0.30 16.7
68941 Plot 3 BH6 S2 0.80 11.2
68942 Plot 3 BH7 S1 0.30 15
68943 Plot 3 BH8 S1 0.30 11.7
68944 Plot 3 BH8 S2 0.90 12.6
68945 Plot 3 BH9 S1 0.30 17.3
68946 Plot 3 BH9 S2 0.80 14.9
68947 Plot 3 BH10 S1 0.30 10.9
68948 Plot 3 BH10 S2 0.80 13.3
68949 Plot 4 BH1 S1 0.30 13.4
68950 Plot 4 BH1 S2 0.80 15.4
68951 Plot 4 BH2 S1 0.30 14.1
68952 Plot 4 BH2 S2 0.70 14.1
68953 Plot 4 BH3 S1 0.30 16.7
68954 Plot 4 BH4 S1 0.30 14.9
68955 Plot 4 BH4 S2 0.70 11.9
68956 Plot 4 BH5 S1 0.30 14.3
68957 Plot 4 BH5 S2 0.70 13.4
68958 Plot 4 BH6 S1 0.30 15.8
68959 Plot 4 BH6 S2 0.70 13.8
68960 Plot 4 BH7 S1 0.30 18.1
68961 Plot 4 BH7 S2 0.70 19.6
68962 Plot 4 BH8 S1 0.30 10.6
68963 Plot 4 BH8 S2 0.70 18
68964 Plot 4 BH9 S1 0.30 11.5
68965 Plot 4 BH9 S2 0.70 18.7
68966 Plot 4 BH10 S1 0.30 14.6
68967 Plot 4 BH10 S2 0.70 12.9
Insufficient sample I/S
Unsuitable Sample U/S
Maidstone
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
White chalk with brick
Brown clayey sand with vegetation
Grey gravel with chalk and tar
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14563
Light brown clayey gravel with stones
Brown clayey sand with vegetation and chalk
Light brown clayey gravel with stones
Brown loamy sand with vegetation
Order No: None Supplied
Reporting Date: 21/05/2013
Sample Matrix Description
Brown clayey sand with stones and vegetation
Brown clayey loam with vegetation and stones
Light brown clay with chalk
Brown clay with vegetation and plastic
Brown clay with stones and vegetation
Brown clayey loam with stones and vegetation
Light brown clay with rubble
Brown clayey loam with vegetation
Light brown clayey gravel with chalk
Brown clay with vegetation
Brown clay with chalk and stones
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Brown clayey gravel with vegetation and rubble
Brown clayey gravel with brick and chalk
Brown clayey loam with stones and vegetation
Light brown sandy gravel with rubble
Brown clayey loam with vegetation
Brown clayey gravel with stones and vegetation
Brown clayey loam with stones and vegetation
Grey clayey gravel with chalk and rubble
Brown clayey loam with vegetation and stones
Brown clayey loam with stones and vegetation
Brown clayey gravel with brick and vegetation
Brown clayey loam with rubble and chalk
Grey clay with chalk and vegetation
Brown clayey loam with chalk
Brown clayey gravel with chalk and vegetation
Light brown clay with chalk
Light grey clay with chalk
Brown clayey gravel with vegetation
Light grey chalk with vegetation
Brown clayey loam with vegetation
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 13
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Order No: None Supplied
Reporting Date: 21/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14563
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 13
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: None Supplied
Sample Receipt Date: 15/05/2013
Sample Scheduled Date: 15/05/2013
Report Issue Number: 1
Reporting Date: 21/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14564
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 5 BH1 Plot 5 BH1 Plot 5 BH2 Plot 5 BH3 Plot 5 BH3
S1 S2 S1 S1 S2
0.30 0.80 0.30 0.30 0.80
68968 68969 68970 68971 68972
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.6 8.1
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 5 10 5 4
Barium (Ba) mg/kg < 5 NONE 108 50 155 76 82
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 3.2 < 0.5 4.9 1.1 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 48 7 57 16 10
Copper (Cu) mg/kg < 4 MCERTS 327 16 1110 83 25
Lead (Pb) mg/kg < 3 MCERTS 76 37 99 62 89
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 107 9 151 21 9
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 27 13 46 21 13
Zinc (Zn) mg/kg < 3 MCERTS 223 41 267 104 83
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 5 BH4 Plot 5 BH4 Plot 5 BH5 Plot 5 BH5 Plot 5 BH6
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
68973 68974 68975 68976 68977
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 4 8 2 3 3
Barium (Ba) mg/kg < 5 NONE 77 236 46 51 38
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.4 0.6 < 0.5 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 13 21 7 4 9
Copper (Cu) mg/kg < 4 MCERTS 65 74 28 20 25
Lead (Pb) mg/kg < 3 MCERTS 58 620 34 52 28
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 15 18 6 5 6
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 17 26 7 9 10
Zinc (Zn) mg/kg < 3 MCERTS 107 167 57 66 50
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Reporting Date: 21/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 5 BH6 Plot 5 BH7 Plot 5 BH7 Plot 5 BH8 Plot 5 BH8
S2 S1 S2 S1 S2
0.80 0.30 0.50 0.30 0.80
68978 68979 68980 68981 68982
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 3.4 1.4
Arsenic (As) mg/kg < 2 MCERTS 16 5 9 5 3
Barium (Ba) mg/kg < 5 NONE 411 55 128 88 29
Beryllium (Be) mg/kg < 0.5 NONE 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 1.1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1 0.7 < 0.5 0.9 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 25 12 11 18 4
Copper (Cu) mg/kg < 4 MCERTS 155 49 44 88 5
Lead (Pb) mg/kg < 3 MCERTS 449 45 188 67 20
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 33 9 13 20 5
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 38 10 18 20 7
Zinc (Zn) mg/kg < 3 MCERTS 378 73 150 117 25
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 5 BH9 Plot 5 BH9 Plot 5 BH10 Plot 5 BH10 Plot 6 BH1
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
68983 68984 68985 68986 68987
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 7 2 6 3 7
Barium (Ba) mg/kg < 5 NONE 114 32 106 52 99
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 0.7
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 3.5 < 0.5 3.7 < 0.5 0.9
Chromium (Cr) mg/kg < 2 MCERTS 29 5 33 7 23
Copper (Cu) mg/kg < 4 MCERTS 192 11 777 17 81
Lead (Pb) mg/kg < 3 MCERTS 69 41 77 140 96
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 55 7 58 7 16
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 31 6 30 10 31
Zinc (Zn) mg/kg < 3 MCERTS 172 41 214 46 128
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 6 BH1 Plot 6 BH2 Plot 6 BH2 Plot 6 BH3 Plot 6 BH3
S2 S1 S2 S1 S2
0.60 0.30 0.80 0.30 0.70
68988 68989 68990 68991 68992
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.6 8.3
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 5 8 2 7 3
Barium (Ba) mg/kg < 5 NONE 243 108 52 108 99
Beryllium (Be) mg/kg < 0.5 NONE 1.7 1 < 0.5 1 0.6
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 4.1 1 < 0.5 0.8 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 46 24 8 28 16
Copper (Cu) mg/kg < 4 MCERTS 198 68 16 66 36
Lead (Pb) mg/kg < 3 MCERTS 318 103 74 184 311
Mercury (Hg) mg/kg < 1 NONE 1.2 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 33 18 8 19 15
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 26 33 9 39 11
Zinc (Zn) mg/kg < 3 MCERTS 323 166 51 128 105
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 6 BH4 Plot 6 BH4 Plot 6 BH5 Plot 6 BH5 Plot 6 BH6
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
68993 68994 68995 68996 68997
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 3
Arsenic (As) mg/kg < 2 MCERTS 5 7 10 14 6
Barium (Ba) mg/kg < 5 NONE 112 286 155 122 194
Beryllium (Be) mg/kg < 0.5 NONE 0.9 2.2 1.3 1.7 1.4
W/S Boron mg/kg < 1 NONE < 1 1.1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1 6.7 1.4 1 3.2
Chromium (Cr) mg/kg < 2 MCERTS 28 86 35 26 54
Copper (Cu) mg/kg < 4 MCERTS 73 328 78 69 154
Lead (Pb) mg/kg < 3 MCERTS 107 347 134 89 173
Mercury (Hg) mg/kg < 1 NONE < 1 2.1 < 1 < 1 1.4
Nickel (Ni) mg/kg < 3 MCERTS 18 43 25 26 30
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 30 20 41 42 22
Zinc (Zn) mg/kg < 3 MCERTS 148 503 216 146 267
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 6 BH6 Plot 6 BH7 Plot 6 BH7 Plot 6 BH8 Plot 6 BH8
S2 S1 S2 S1 S2
0.70 0.30 0.70 0.30 0.80
68998 68999 69000 69001 69002
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 1.1
Arsenic (As) mg/kg < 2 MCERTS 4 8 31 8 < 2
Barium (Ba) mg/kg < 5 NONE 117 173 872 172 55
Beryllium (Be) mg/kg < 0.5 NONE 1.2 1.4 5.7 1.2 < 0.5
W/S Boron mg/kg < 1 NONE < 1 1.5 1.3 1.3 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 2.5 13.2 1.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 17 42 117 37 11
Copper (Cu) mg/kg < 4 MCERTS 48 122 1060 138 19
Lead (Pb) mg/kg < 3 MCERTS 117 197 1070 171 55
Mercury (Hg) mg/kg < 1 NONE 1.2 1.2 2.7 1.1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 17 27 97 27 7
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 22 46 49 41 8
Zinc (Zn) mg/kg < 3 MCERTS 119 298 1220 239 69
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Reporting Date: 21/05/2013 QTSE Sample No
Additional Refs
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 13
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
Plot 6 BH9 Plot 6 BH9 Plot 6 BH10
S1 S2 S2
0.30 0.70 0.70
69003 69004 69005
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 8 8 7
Barium (Ba) mg/kg < 5 NONE 164 121 58
Beryllium (Be) mg/kg < 0.5 NONE 1.2 1.1 0.6
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.7 0.6 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 34 17 11
Copper (Cu) mg/kg < 4 MCERTS 130 44 18
Lead (Pb) mg/kg < 3 MCERTS 176 178 78
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 24 15 11
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 37 23 18
Zinc (Zn) mg/kg < 3 MCERTS 235 150 77
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14564 Date Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 5 BH2 Plot 5 BH4 Plot 5 BH5 Plot 5 BH7 Plot 5 BH8
S1 S2 S2 S1 S2
0.30 0.80 0.80 0.30 0.80
68970 68974 68976 68979 68982
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.50 0.30 0.47 0.22 0.53
Anthracene mg/kg < 0.1 MCERTS 0.11 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.87 0.76 1.17 0.74 1.43
Pyrene mg/kg < 0.1 MCERTS 0.70 0.65 1.01 0.64 1.26
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.31 0.35 0.51 0.32 0.58
Chrysene mg/kg < 0.1 MCERTS 0.32 0.40 0.53 0.37 0.65
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.34 0.53 0.64 0.48 0.75
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 0.17 0.21 0.15 0.25
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.24 0.37 0.47 0.33 0.55
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.14 0.30 0.32 0.23 0.40
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.14 0.27 0.28 0.25 0.34
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 3.7 4.1 5.6 3.7 6.7
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 21/05/2013 QTSE Sample No
Order No: None Supplied Depth (m)
Project / Job Ref: IN12885 Additional Refs
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
Maidstone
Site Reference: Bassetsbury TP / BH No
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 6 BH3 Plot 6 BH3 Plot 6 BH5 Plot 6 BH9 Plot 6 BH9
S1 S2 S1 S1 S2
0.30 0.70 0.30 0.30 0.70
68991 68992 68995 69003 69004
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.17 0.28 0.21 0.50 1.20
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.15 0.35
Fluoranthene mg/kg < 0.1 MCERTS 0.60 0.52 0.71 1.50 5
Pyrene mg/kg < 0.1 MCERTS 0.55 0.46 0.64 1.28 4.33
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.35 0.24 0.33 0.66 2.11
Chrysene mg/kg < 0.1 MCERTS 0.38 0.26 0.38 0.78 2.46
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.52 0.35 0.46 0.96 2.99
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.18 < 0.1 0.16 0.34 1.06
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.34 0.22 0.34 0.69 2.25
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.26 0.16 0.23 0.56 1.65
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.25
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.24 0.15 0.24 0.54 1.49
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 3.6 2.7 3.7 8 25.2
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Report No: 13-14564 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent ME17 2JN
Tel : 01622 851105 '
Maidstone
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 13
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
68968 Plot 5 BH1 S1 0.30 13.3
68969 Plot 5 BH1 S2 0.80 19.4
68970 Plot 5 BH2 S1 0.30 14.6
68971 Plot 5 BH3 S1 0.30 17.8
68972 Plot 5 BH3 S2 0.80 10.5
68973 Plot 5 BH4 S1 0.30 17.2
68974 Plot 5 BH4 S2 0.80 14.5
68975 Plot 5 BH5 S1 0.30 35.6
68976 Plot 5 BH5 S2 0.80 15.8
68977 Plot 5 BH6 S1 0.30 16
68978 Plot 5 BH6 S2 0.80 17.9
68979 Plot 5 BH7 S1 0.30 17
68980 Plot 5 BH7 S2 0.50 15.9
68981 Plot 5 BH8 S1 0.30 21.3
68982 Plot 5 BH8 S2 0.80 14.2
68983 Plot 5 BH9 S1 0.30 15.7
68984 Plot 5 BH9 S2 0.80 16.7
68985 Plot 5 BH10 S1 0.30 16.6
68986 Plot 5 BH10 S2 0.80 14.5
68987 Plot 6 BH1 S1 0.30 13.8
68988 Plot 6 BH1 S2 0.60 17.4
68989 Plot 6 BH2 S1 0.30 13.6
68990 Plot 6 BH2 S2 0.80 10.1
68991 Plot 6 BH3 S1 0.30 12.8
68992 Plot 6 BH3 S2 0.70 9.3
68993 Plot 6 BH4 S1 0.30 13.6
68994 Plot 6 BH4 S2 0.80 18.2
68995 Plot 6 BH5 S1 0.30 10.7
68996 Plot 6 BH5 S2 0.80 10.5
68997 Plot 6 BH6 S1 0.30 14.4
68998 Plot 6 BH6 S2 0.70 13.8
68999 Plot 6 BH7 S1 0.30 13.4
69000 Plot 6 BH7 S2 0.70 19.3
69001 Plot 6 BH8 S1 0.30 14.6
69002 Plot 6 BH8 S2 0.80 8.6
69003 Plot 6 BH9 S1 0.30 14.4
69004 Plot 6 BH9 S2 0.70 15.5
69005 Plot 6 BH10 S2 0.70 17.1
Insufficient sample I/S
Unsuitable Sample U/S
Light brown clay
Brown clayey sand with vegetation
Light grey sand
Brown clayey sand
Brown clayey loam
Brown clayey gravel with rubble
Brown clayey sand with stones and vegetation
Brown clayey gravel with stones
Brown clayey sand with vegetation and rubble
Grey clay with chalk
Brown clayey sand with stones and vegetation
Brown gravelly loam with rubble
Brown clayey sand with stones and vegetation
Black sandy loam with stones
Brown clayey sand with stones and vegetation
Black sand with rubble
Brown loam
Black gravelly loam with rubble
Brown clayey gravel with rubble
Brown clayey gravel with rubble
Brown clayey loam with stones and rubble
Brown clayey gravel with rubble
Brown clayey loam with stones and vegetation
Brown clayey gravel with chalk
Brown clayey loam with stones and vegetation
White chalk with vegetation
Brown clay with rubble
White chalk
Brown clayey loam with stones
Brown clayey gravel with brick and chalk
Brown clayey sand with chalk and vegetation
Brown clayey gravel with concrete and rubble
Brown clayey loam with stones and vegetation
Subadra Consulting Ltd
Site Reference: Bassetsbury
Light grey clay with chalk
Order No: None Supplied
Reporting Date: 21/05/2013
Sample Matrix Description
Brown clayey loam with rubble and stones
Light brown clayey gravel with chalk
Brown clay with rubble and vegetation
Brown clayey sand with vegetation
Project / Job Ref: IN12885
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14564
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 13
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: None Supplied
Reporting Date: 21/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14564
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 13
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: None Supplied
Sample Receipt Date: 15/05/2013
Sample Scheduled Date: 15/05/2013
Report Issue Number: 1
Reporting Date: 21/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14565
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 7 BH1 Plot 7 BH2 Plot 7 BH2 Plot 7 BH3 Plot 7 BH3
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.70
69006 69007 69008 69009 69010
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.7 8.3
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 8 8 5 8 5
Barium (Ba) mg/kg < 5 NONE 122 90 135 173 96
Beryllium (Be) mg/kg < 0.5 NONE 1.2 0.7 0.8 1.2 0.6
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 1 0.7 2.1 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 16 17 8 35 27
Copper (Cu) mg/kg < 4 MCERTS 49 56 94 118 75
Lead (Pb) mg/kg < 3 MCERTS 187 71 288 162 168
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 17 15 10 26 24
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 27 20 14 33 13
Zinc (Zn) mg/kg < 3 MCERTS 116 113 111 232 154
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 7 BH4 Plot 7 BH4 Plot 7 BH5 Plot 7 BH5 Plot 7 BH6
S1 S2 S1 S2 S1
0.30 0.60 0.10 0.70 0.30
69011 69012 69013 69014 69015
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 2.2
Arsenic (As) mg/kg < 2 MCERTS 9 5 7 6 8
Barium (Ba) mg/kg < 5 NONE 165 126 121 77 438
Beryllium (Be) mg/kg < 0.5 NONE 1.3 0.9 1.2 0.9 2.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.7 0.8 1 0.6 1
Chromium (Cr) mg/kg < 2 MCERTS 34 12 30 18 36
Copper (Cu) mg/kg < 4 MCERTS 98 213 77 35 85
Lead (Pb) mg/kg < 3 MCERTS 146 264 98 63 122
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 25 16 26 17 31
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 36 14 35 26 61
Zinc (Zn) mg/kg < 3 MCERTS 197 182 165 85 199
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Reporting Date: 21/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 7 BH6 Plot 7 BH7 Plot 7 BH7 Plot 7 BH8 Plot 7 BH8
S2 S1 S2 S1 S2
0.70 0.30 0.70 0.30 0.60
69016 69017 69018 69019 69020
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 1.2
Arsenic (As) mg/kg < 2 MCERTS 6 12 5 9 4
Barium (Ba) mg/kg < 5 NONE 114 153 168 161 274
Beryllium (Be) mg/kg < 0.5 NONE 1 1.2 0.9 1.1 2.1
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 0.9 < 0.5 0.9 6.3
Chromium (Cr) mg/kg < 2 MCERTS 17 31 12 34 65
Copper (Cu) mg/kg < 4 MCERTS 49 57 46 91 245
Lead (Pb) mg/kg < 3 MCERTS 93 177 184 122 281
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 2.1
Nickel (Ni) mg/kg < 3 MCERTS 13 22 11 23 37
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 15 44 19 42 20
Zinc (Zn) mg/kg < 3 MCERTS 140 144 118 167 426
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 7 BH9 Plot 7 BH9 Plot 7 BH10 Plot 7 BH10 Plot 8 BH1
S1 S2 S1 S2 S2
0.30 0.70 0.30 0.70 0.80
69021 69022 69023 69024 69025
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 4 8 6 4 4
Barium (Ba) mg/kg < 5 NONE 106 110 114 101 23
Beryllium (Be) mg/kg < 0.5 NONE 0.8 1 0.7 0.7 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.6 < 0.5 2.3 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 17 14 21 14 3
Copper (Cu) mg/kg < 4 MCERTS 55 40 74 17 6
Lead (Pb) mg/kg < 3 MCERTS 74 176 85 21 21
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 15 14 16 22 4
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 16 21 20 21 5
Zinc (Zn) mg/kg < 3 MCERTS 126 106 147 56 27
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 8 BH2 Plot 8 BH2 Plot 8 BH3 Plot 8 BH3 Plot 8 BH4
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69026 69027 69028 69029 69030
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 6.8 7.9
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 5 8 < 2 8
Barium (Ba) mg/kg < 5 NONE 123 158 123 49 114
Beryllium (Be) mg/kg < 0.5 NONE 1 0.7 1.1 < 0.5 1
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.8 < 0.5 0.7 < 0.5 0.7
Chromium (Cr) mg/kg < 2 MCERTS 26 13 28 9 27
Copper (Cu) mg/kg < 4 MCERTS 75 113 51 23 46
Lead (Pb) mg/kg < 3 MCERTS 83 180 93 37 96
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 18 13 19 8 19
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 31 19 40 8 36
Zinc (Zn) mg/kg < 3 MCERTS 121 110 120 70 115
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 8 BH4 Plot 8 BH5 Plot 8 BH5 Plot 8 BH6 Plot 8 BH6
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69031 69032 69033 69034 69035
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 8 4 6 7 10
Barium (Ba) mg/kg < 5 NONE 127 91 93 101 161
Beryllium (Be) mg/kg < 0.5 NONE 1.5 0.6 1 0.9 1.7
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 < 0.5 0.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 11 13 13 23 21
Copper (Cu) mg/kg < 4 MCERTS 220 38 66 47 95
Lead (Pb) mg/kg < 3 MCERTS 181 62 98 93 197
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 19 11 16 23 22
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 22 17 19 33 44
Zinc (Zn) mg/kg < 3 MCERTS 217 83 109 104 114
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 8 BH7 Plot 8 BH7 Plot 8 BH8 Plot 8 BH8 Plot 8 BH9
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.70 0.30
69036 69037 69038 69039 69040
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 10 2 7 4 5
Barium (Ba) mg/kg < 5 NONE 132 40 88 74 122
Beryllium (Be) mg/kg < 0.5 NONE 1.2 < 0.5 0.8 0.6 0.9
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 1.2
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 < 0.5 0.5 < 0.5 0.6
Chromium (Cr) mg/kg < 2 MCERTS 24 7 20 10 20
Copper (Cu) mg/kg < 4 MCERTS 43 30 31 29 42
Lead (Pb) mg/kg < 3 MCERTS 130 42 87 146 73
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 22 8 15 10 17
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 40 8 32 13 29
Zinc (Zn) mg/kg < 3 MCERTS 111 74 90 131 96
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Reporting Date: 21/05/2013 QTSE Sample No
Additional Refs
Order No: None Supplied Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 13
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
Plot 8 BH9 Plot 8 BH10 Plot 8 BH10
S2 S1 S2
0.80 0.30 0.80
69041 69042 69043
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 3.1 1.4
Arsenic (As) mg/kg < 2 MCERTS < 2 7 13
Barium (Ba) mg/kg < 5 NONE 17 103 234
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 1.1 2.1
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.8 0.6
Chromium (Cr) mg/kg < 2 MCERTS 5 20 19
Copper (Cu) mg/kg < 4 MCERTS 19 50 143
Lead (Pb) mg/kg < 3 MCERTS 13 86 317
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 4 17 36
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 6 28 29
Zinc (Zn) mg/kg < 3 MCERTS 24 101 381
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14565 Date Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 7 BH3 Plot 7 BH3 Plot 7 BH6 Plot 7 BH9 Plot 7 BH10
S1 S2 S1 S1 S2
0.30 0.70 0.30 0.30 0.70
69009 69010 69015 69021 69024
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.25 0.16 0.31 0.29 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.89 0.35 0.87 0.94 < 0.1
Pyrene mg/kg < 0.1 MCERTS 0.81 0.31 0.78 0.82 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.45 0.15 0.38 0.39 < 0.1
Chrysene mg/kg < 0.1 MCERTS 0.49 0.16 0.42 0.42 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.67 0.18 0.50 0.53 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.23 < 0.1 0.18 0.19 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.46 < 0.1 0.36 0.36 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.36 < 0.1 0.26 0.27 < 0.1
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.35 < 0.1 0.24 0.25 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 4.9 < 1.6 4.3 4.5 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 21/05/2013 QTSE Sample No
Order No: None Supplied Depth (m)
Project / Job Ref: IN12885 Additional Refs
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
Maidstone
Site Reference: Bassetsbury TP / BH No
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 8 BH1 Plot 8 BH3 Plot 8 BH4 Plot 8 BH7 Plot 8 BH9
S2 S1 S2 S1 S1
0.80 0.30 0.80 0.30 0.30
69025 69028 69031 69036 69040
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.25 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.30 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS 0.13 < 0.1 0.18 0.14 < 0.1
Fluorene mg/kg < 0.1 MCERTS 0.17 < 0.1 0.30 0.22 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 2.57 0.18 3.92 1.79 0.16
Anthracene mg/kg < 0.1 MCERTS 0.67 < 0.1 1.08 0.45 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 4.83 0.51 7.89 2.55 0.53
Pyrene mg/kg < 0.1 MCERTS 3.82 0.45 6.94 2.08 0.48
Benzo(a)anthracene mg/kg < 0.1 MCERTS 1.87 0.24 3.59 0.98 0.26
Chrysene mg/kg < 0.1 MCERTS 1.93 0.28 3.92 1 0.30
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 2.01 0.35 5.04 1.16 0.39
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.78 0.13 1.81 0.43 0.14
Benzo(a)pyrene mg/kg < 0.1 MCERTS 1.56 0.25 3.83 0.89 0.26
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 1.01 0.19 2.76 0.61 0.21
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS 0.17 < 0.1 0.48 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.84 0.17 2.48 0.54 0.19
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 22.4 2.7 44.8 12.8 2.9
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Report No: 13-14565 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent ME17 2JN
Tel : 01622 851105 '
Maidstone
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 13
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
69006 Plot 7 BH1 S2 0.80 15.9
69007 Plot 7 BH2 S1 0.30 16.3
69008 Plot 7 BH2 S2 0.80 16.2
69009 Plot 7 BH3 S1 0.30 15.1
69010 Plot 7 BH3 S2 0.70 11.6
69011 Plot 7 BH4 S1 0.30 9.6
69012 Plot 7 BH4 S2 0.60 9.8
69013 Plot 7 BH5 S1 0.10 12.3
69014 Plot 7 BH5 S2 0.70 11.1
69015 Plot 7 BH6 S1 0.30 19.4
69016 Plot 7 BH6 S2 0.70 9.5
69017 Plot 7 BH7 S1 0.30 9
69018 Plot 7 BH7 S2 0.70 9.6
69019 Plot 7 BH8 S1 0.30 11.8
69020 Plot 7 BH8 S2 0.60 17.8
69021 Plot 7 BH9 S1 0.30 17.5
69022 Plot 7 BH9 S2 0.70 17.7
69023 Plot 7 BH10 S1 0.30 17.3
69024 Plot 7 BH10 S2 0.70 18.9
69025 Plot 8 BH1 S2 0.80 20.1
69026 Plot 8 BH2 S1 0.30 10.1
69027 Plot 8 BH2 S2 0.80 10
69028 Plot 8 BH3 S1 0.30 10.3
69029 Plot 8 BH3 S2 0.80 5.7
69030 Plot 8 BH4 S1 0.30 10.2
69031 Plot 8 BH4 S2 0.80 7.4
69032 Plot 8 BH5 S1 0.30 8
69033 Plot 8 BH5 S2 0.80 6.6
69034 Plot 8 BH6 S1 0.30 11.7
69035 Plot 8 BH6 S2 0.80 11.9
69036 Plot 8 BH7 S1 0.30 9.8
69037 Plot 8 BH7 S2 0.80 6
69038 Plot 8 BH8 S1 0.30 12.4
69039 Plot 8 BH8 S2 0.70 15.1
69040 Plot 8 BH9 S1 0.30 14.5
69041 Plot 8 BH9 S2 0.80 3.2
69042 Plot 8 BH10 S1 0.30 12
69043 Plot 8 BH10 S2 0.80 11.8
Insufficient sample I/S
Unsuitable Sample U/S
Grey loamy sand with rubble
Brown loamy sand with brick
Brown loam with vegetation
Light grey sandy gravel with stones
Brown loam with vegetation
Brown loam with vegetation and stones
Brown loamy sand with brick and stones
Brown loam with stones
Brown loamy sand with stones
Beige loamy clay with chalk
Beige loamy clay with chalk
Brown loam with stones
Brown loam with stones and rubble
Brown loam with vegetation
Brown loamy clay with stones
Brown loam with stones and vegetation
Grey loamy sand with brick and stones
Brown loam with stones and vegetation
Light grey loamy gravel with stones
Brown loam with stones and brick
Brown loamy clay with stones
Brown loamy gravel with stones
Brown loam with stones
Grey loamy clay with brick and rubble
Brown loam with vegetation and stones
Grey loam with stones
Brown loamy clay with chalk
Brown loamy clay with stones
Brown loam
Grey sand
Brown loam with stones
Brown loamy gravel with stones
Brown loam with stones
Subadra Consulting Ltd
Site Reference: Bassetsbury
Brown loamy clay with stones
Order No: None Supplied
Reporting Date: 21/05/2013
Sample Matrix Description
Brown loamy clay with stones
Brown loam with stones and chalk
Brown clayey loam with chalk
Brown loam with vegetation
Project / Job Ref: IN12885
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14565
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 13
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: None Supplied
Reporting Date: 21/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14565
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 13
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: None Supplied
Sample Receipt Date: 15/05/2013
Sample Scheduled Date: 15/05/2013
Report Issue Number: 1
Reporting Date: 21/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14566
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 9 BH1 Plot 9 BH1 Plot 9 BH2 Plot 9 BH2 Plot 9 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69044 69045 69046 69047 69048
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.8 8.0
Total Organic Carbon (TOC) % < 0.1 NONE 2.2 1.7
Arsenic (As) mg/kg < 2 MCERTS 8 5 6 5 7
Barium (Ba) mg/kg < 5 NONE 88 101 77 83 104
Beryllium (Be) mg/kg < 0.5 NONE 0.8 1 0.6 0.7 1
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.1 < 0.5 0.8 < 0.5 0.7
Chromium (Cr) mg/kg < 2 MCERTS 17 14 17 11 21
Copper (Cu) mg/kg < 4 MCERTS 71 33 55 20 41
Lead (Pb) mg/kg < 3 MCERTS 97 250 72 97 105
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 19 10 18 9 21
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 25 13 21 18 32
Zinc (Zn) mg/kg < 3 MCERTS 104 109 87 74 101
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTSE Sample No
Site Reference: Bassetsbury
Date Sampled
Tel : 01622 851105 '
Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Report No: 13-14566
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013
TP / BH No
Subadra Consulting Ltd
Maidstone
Kent ME17 2JN
Soil Analysis Certificate
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 9 BH3 Plot 9 BH4 Plot 9 BH4 Plot 9 BH5 Plot 9 BH5
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69049 69050 69051 69052 69053
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 5 3 8 3
Barium (Ba) mg/kg < 5 NONE 110 99 67 130 74
Beryllium (Be) mg/kg < 0.5 NONE 0.8 0.8 0.6 1 0.6
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.4 < 0.5 < 0.5 0.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 13 17 13 29 9
Copper (Cu) mg/kg < 4 MCERTS 57 30 69 48 40
Lead (Pb) mg/kg < 3 MCERTS 98 93 71 161 65
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 13 15 9 20 11
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 15 26 8 35 9
Zinc (Zn) mg/kg < 3 MCERTS 125 101 93 129 114
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14566 Date Sampled
Subadra Consulting Ltd Time Sampled
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 9 BH6 Plot 9 BH6 Plot 9 BH7 Plot 9 BH7 Plot 9 BH8
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69054 69055 69056 69057 69058
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 5 11 7 3 9
Barium (Ba) mg/kg < 5 NONE 96 569 93 93 125
Beryllium (Be) mg/kg < 0.5 NONE 0.8 2.7 0.9 1 1.1
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 1.8 0.6 0.6 0.8
Chromium (Cr) mg/kg < 2 MCERTS 17 30 22 16 28
Copper (Cu) mg/kg < 4 MCERTS 38 167 40 42 52
Lead (Pb) mg/kg < 3 MCERTS 132 744 98 63 124
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 14 31 16 10 23
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 23 28 33 8 39
Zinc (Zn) mg/kg < 3 MCERTS 119 436 105 103 124
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14566 Date Sampled
Subadra Consulting Ltd Time Sampled
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 8
None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied
Plot 9 BH8 Plot 9 BH9 Plot 9 BH10 Plot 9 BH10
S2 S1 S1 S2
0.80 0.30 0.30 0.80
69059 69060 69061 69062
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS < 2 5 6 8
Barium (Ba) mg/kg < 5 NONE 54 81 85 266
Beryllium (Be) mg/kg < 0.5 NONE 0.6 0.7 0.8 1.3
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.7 0.9 0.5
Chromium (Cr) mg/kg < 2 MCERTS 9 18 21 16
Copper (Cu) mg/kg < 4 MCERTS 20 52 59 60
Lead (Pb) mg/kg < 3 MCERTS 78 72 78 212
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 7 18 20 16
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 9 25 26 19
Zinc (Zn) mg/kg < 3 MCERTS 48 99 103 226
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14566 Date Sampled
Subadra Consulting Ltd Time Sampled
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Analysis carried out on the dried sample is corrected for the stone content
Order No: None Supplied Depth (m)
Reporting Date: 21/05/2013 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 9 BH2 Plot 9 BH4 Plot 9 BH7 Plot 9 BH7 Plot 9 BH10
S2 S1 S1 S2 S2
0.80 0.30 0.30 0.80 0.80
69047 69050 69056 69057 69062
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS 0.14 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS 0.83 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS 0.92 < 0.1 < 0.1 < 0.1 0.17
Phenanthrene mg/kg < 0.1 MCERTS 13.30 0.48 0.16 < 0.1 1.77
Anthracene mg/kg < 0.1 MCERTS 2.60 0.11 < 0.1 < 0.1 0.97
Fluoranthene mg/kg < 0.1 MCERTS 27.70 0.86 0.53 0.44 4.08
Pyrene mg/kg < 0.1 MCERTS 22.90 0.73 0.49 0.39 3.35
Benzo(a)anthracene mg/kg < 0.1 MCERTS 8.74 0.37 0.27 0.23 1.93
Chrysene mg/kg < 0.1 MCERTS 9.81 0.39 0.30 0.26 1.94
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 10.80 0.45 0.37 0.38 2.30
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 3.95 0.16 0.14 0.13 0.83
Benzo(a)pyrene mg/kg < 0.1 MCERTS 8.06 0.32 0.27 0.27 1.68
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 4.70 0.22 0.19 0.21 1.06
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS 0.84 < 0.1 < 0.1 < 0.1 0.24
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 3.89 0.20 0.18 0.19 0.83
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 119 4.3 2.9 2.5 21.2
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Report No: 13-14566 Date Sampled
Reporting Date: 21/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 8
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
69044 Plot 9 BH1 S1 0.30 13.7
69045 Plot 9 BH1 S2 0.80 9.6
69046 Plot 9 BH2 S1 0.30 13
69047 Plot 9 BH2 S2 0.80 16.7
69048 Plot 9 BH3 S1 0.30 11.9
69049 Plot 9 BH3 S2 0.80 10.1
69050 Plot 9 BH4 S1 0.30 10.8
69051 Plot 9 BH4 S2 0.80 5.7
69052 Plot 9 BH5 S1 0.30 10.3
69053 Plot 9 BH5 S2 0.80 7.8
69054 Plot 9 BH6 S1 0.30 15.7
69055 Plot 9 BH6 S2 0.80 10.9
69056 Plot 9 BH7 S1 0.30 10.8
69057 Plot 9 BH7 S2 0.80 9
69058 Plot 9 BH8 S1 0.30 13.3
69059 Plot 9 BH8 S2 0.80 8.5
69060 Plot 9 BH9 S1 0.30 16.9
69061 Plot 9 BH10 S1 0.30 21.9
69062 Plot 9 BH10 S2 0.80 10.9
Insufficient sample I/S
Unsuitable Sample U/S
Sample Matrix Description
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14566
Subadra Consulting Ltd
Order No: None Supplied
Reporting Date: 21/05/2013
Maidstone
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Brown loam with stones
Grey loamy sand with chalk and stones
Brown loam with stones
Brown loam with chalk and stones
Brown loam with stones and vegetation
Brown loam with stones
Brown loam with stones
Brown sandy gravel with stones
Brown loam with vegetation
Grey loamy gravel with stones
Brown loam with coal and vegetation
Grey loamy gravel with stones
Brown loam with vegetation
Brown loam with stones
Grey loamy gravel with rubble
Brown loam with vegetation and stones
Brown loam with brick and stones
Brown loam
Brown loamy gravel with rubble
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 8
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: None Supplied
Reporting Date: 21/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14566
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 8
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: 12083
Sample Receipt Date: 17/05/2013
Sample Scheduled Date: 17/05/2013
Report Issue Number: 1
Reporting Date: 23/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14605
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 10 BH1 Plot 10 BH1 Plot 10 BH2 Plot 10 BH2 Plot 10 BH3
S1 S2 S1 S2 S1
0.20 0.80 0.30 0.80 0.30
69288 69289 69290 69291 69292
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.1
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 8 5 9 5 8
Barium (Ba) mg/kg < 5 NONE 159 61 106 59 101
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 17.3 0.5 1.2 < 0.5 0.8
Chromium (Cr) mg/kg < 2 MCERTS 36 7 31 8 24
Copper (Cu) mg/kg < 4 MCERTS 420 15 78 14 49
Lead (Pb) mg/kg < 3 MCERTS 132 92 102 54 114
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 67 12 26 10 20
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 40 16 37 14 34
Zinc (Zn) mg/kg < 3 MCERTS 226 65 129 53 125
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 10 BH3 Plot 10 BH4 Plot 10 BH4 Plot 10 BH5 Plot 10 BH5
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.70
69293 69294 69295 69296 69297
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.8
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 9 10 5 8 6
Barium (Ba) mg/kg < 5 NONE 138 122 238 137 104
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 1.4 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.8 < 0.5 0.8 0.6
Chromium (Cr) mg/kg < 2 MCERTS 15 26 15 25 13
Copper (Cu) mg/kg < 4 MCERTS 29 48 74 55 57
Lead (Pb) mg/kg < 3 MCERTS 106 125 869 161 97
Mercury (Hg) mg/kg < 1 NONE 3.2 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 20 22 15 21 19
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 27 40 21 40 14
Zinc (Zn) mg/kg < 3 MCERTS 78 131 183 165 127
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Reporting Date: 23/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 10 BH6 Plot 10 BH6 Plot 10 BH7 Plot 10 BH7 Plot 10 BH8
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69298 69299 69300 69301 69302
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 3.5 1.1
Arsenic (As) mg/kg < 2 MCERTS 9 8 7 4
Barium (Ba) mg/kg < 5 NONE 177 93 113 76
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 1.1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.7 0.6 0.9 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 23 19 22 12
Copper (Cu) mg/kg < 4 MCERTS 55 47 71 30
Lead (Pb) mg/kg < 3 MCERTS 240 105 118 109
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 24 17 21 11
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 34 29 30 14
Zinc (Zn) mg/kg < 3 MCERTS 205 122 134 73
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 10 BH8 Plot 10 BH9 Plot 10 BH9 Plot 10 BH10 Plot 10 BH10
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69303 69304 69305 69306 69307
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 10 9 3 7 9
Barium (Ba) mg/kg < 5 NONE 113 102 45 98 123
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.2 1.1 < 0.5 1.3 1.2
Chromium (Cr) mg/kg < 2 MCERTS 24 21 8 22 11
Copper (Cu) mg/kg < 4 MCERTS 76 69 8 105 850
Lead (Pb) mg/kg < 3 MCERTS 145 130 26 212 241
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 24 21 8 28 23
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 36 32 10 28 17
Zinc (Zn) mg/kg < 3 MCERTS 141 125 33 143 1100
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 11 BH1 Plot 11 BH1 Plot 11 BH2 Plot 11 BH2 Plot 11 BH3
S1 S2 S1 S2 S1
0.30 0.50 0.30 0.40 0.30
69308 69309 69310 69311 69312
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 10 4 9 6 7
Barium (Ba) mg/kg < 5 NONE 145 157 96 185 114
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.8 < 0.5 < 0.5 1.2 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 28 15 28 21 22
Copper (Cu) mg/kg < 4 MCERTS 92 46 36 247 34
Lead (Pb) mg/kg < 3 MCERTS 123 172 78 235 80
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 2 < 1
Nickel (Ni) mg/kg < 3 MCERTS 20 15 18 27 15
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 33 15 48 25 36
Zinc (Zn) mg/kg < 3 MCERTS 196 152 104 255 93
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 11 BH3 Plot 11 BH4 Plot 11 BH5 Plot 11 BH5 Plot 11 BH6
S2 S2 S1 S2 S1
0.60 0.50 0.30 0.50 0.30
69313 69314 69315 69316 69317
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.8
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 45 6 9 9 10
Barium (Ba) mg/kg < 5 NONE 526 211 140 69 116
Beryllium (Be) mg/kg < 0.5 NONE 1.6 0.7 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 3.5 0.5 0.6 < 0.5 0.6
Chromium (Cr) mg/kg < 2 MCERTS 37 16 24 29 27
Copper (Cu) mg/kg < 4 MCERTS 2710 97 52 15 54
Lead (Pb) mg/kg < 3 MCERTS 1210 263 274 49 115
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 70 18 21 14 22
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 38 18 36 45 42
Zinc (Zn) mg/kg < 3 MCERTS 672 176 152 53 126
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 11 BH6 Plot 11 BH7 Plot 11 BH7 Plot 11 BH8 Plot 11 BH8
S2 S1 S2 S1 S2
0.60 0.30 0.80 0.30 0.80
69318 69319 69320 69321 69322
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.9
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 3 5 8 6 7
Barium (Ba) mg/kg < 5 NONE 79 133 105 104 137
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 0.6 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.6 0.7 0.5 1.1
Chromium (Cr) mg/kg < 2 MCERTS 9 15 25 22 21
Copper (Cu) mg/kg < 4 MCERTS 35 58 57 43 81
Lead (Pb) mg/kg < 3 MCERTS 64 108 123 102 130
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 1.1
Nickel (Ni) mg/kg < 3 MCERTS 11 18 21 18 26
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 12 20 38 32 23
Zinc (Zn) mg/kg < 3 MCERTS 63 106 124 111 169
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Reporting Date: 23/05/2013 QTSE Sample No
Additional Refs
Order No: 12083 Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 13
None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied
Plot 11 BH9 Plot 11 BH9 Plot 11 BH10 Plot 11 BH10
S1 S2 S1 S2
0.30 0.70 0.30 0.70
69323 69324 69325 69326
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 1.3 3.6
Arsenic (As) mg/kg < 2 MCERTS 6 7 7 6
Barium (Ba) mg/kg < 5 NONE 74 324 133 166
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 1.3 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 1.5 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 4.6 0.6 2.2
Chromium (Cr) mg/kg < 2 MCERTS 20 66 24 25
Copper (Cu) mg/kg < 4 MCERTS 38 215 152 136
Lead (Pb) mg/kg < 3 MCERTS 82 344 107 178
Mercury (Hg) mg/kg < 1 NONE < 1 2.3 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 17 46 20 26
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 28 22 30 19
Zinc (Zn) mg/kg < 3 MCERTS 92 530 131 260
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14605 Date Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 10 BH4 Plot 10 BH4 Plot 10 BH6 Plot 10 BH8 Plot 10 BH8
S1 S2 S1 S1 S2
0.30 0.80 0.30 0.30 0.80
69294 69295 69298 69302 69303
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.24 0.41 0.20 0.22 1.06
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.30
Fluoranthene mg/kg < 0.1 MCERTS 0.73 1.23 0.74 0.78 3.77
Pyrene mg/kg < 0.1 MCERTS 0.66 1.19 0.67 0.71 3.30
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.36 0.60 0.42 0.40 1.85
Chrysene mg/kg < 0.1 MCERTS 0.39 0.65 0.42 0.45 1.91
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.52 0.84 0.62 0.64 2.59
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.17 0.26 0.20 0.20 0.91
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.36 0.61 0.45 0.44 1.95
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.25 0.38 0.41 0.34 1.44
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.26
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.26 0.37 0.42 0.31 1.32
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 4 6.5 4.5 4.5 20.7
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 23/05/2013 QTSE Sample No
Order No: 12083 Depth (m)
Project / Job Ref: IN12885 Additional Refs
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
Maidstone
Site Reference: Bassetsbury TP / BH No
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 11 BH3 Plot 11 BH3 Plot 11 BH6 Plot 11 BH7 Plot 11 BH10
S1 S2 S1 S2 S1
0.30 0.60 0.30 0.80 0.30
69312 69313 69317 69320 69325
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.44 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.31 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.34 0.19 0.90 2.49 0.28
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.22 0.62 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.93 0.32 1.81 2.91 1.19
Pyrene mg/kg < 0.1 MCERTS 0.83 0.29 1.41 2.28 1.04
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.54 0.17 0.77 1.21 0.66
Chrysene mg/kg < 0.1 MCERTS 0.53 0.19 0.80 1.15 0.65
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.90 0.27 1.10 1.32 0.93
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.27 < 0.1 0.35 0.46 0.31
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.70 0.18 0.73 0.94 0.66
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.64 0.13 0.62 0.65 0.52
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.12 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.64 0.12 0.59 0.55 0.49
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 6.3 1.9 9.3 15.5 6.7
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
QTS Environmental Report No: 13-14605 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent ME17 2JN
Tel : 01622 851105 '
Maidstone
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 13
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
69288 Plot 10 BH1 S1 0.20 14.5
69289 Plot 10 BH1 S2 0.80 15
69290 Plot 10 BH2 S1 0.30 14.9
69291 Plot 10 BH2 S2 0.80 16.6
69292 Plot 10 BH3 S1 0.30 13
69293 Plot 10 BH3 S2 0.80 14.3
69294 Plot 10 BH4 S1 0.30 14
69295 Plot 10 BH4 S2 0.80 16
69296 Plot 10 BH5 S1 0.30 16.4
69297 Plot 10 BH5 S2 0.70 8.9
69298 Plot 10 BH6 S1 0.30 13.1
69299 Plot 10 BH6 S2 0.80 13.3
69300 Plot 10 BH7 S1 0.30 10.9
69301 Plot 10 BH7 S2 0.80 6.5
69302 Plot 10 BH8 S1 0.30 12.3
69303 Plot 10 BH8 S2 0.80 9.9
69304 Plot 10 BH9 S1 0.30 12.5
69305 Plot 10 BH9 S2 0.80 15.9
69306 Plot 10 BH10 S1 0.30 15.1
69307 Plot 10 BH10 S2 0.80 17.8
69308 Plot 11 BH1 S1 0.30 19.8
69309 Plot 11 BH1 S2 0.50 9.9
69310 Plot 11 BH2 S1 0.30 13.1
69311 Plot 11 BH2 S2 0.40 10.4
69312 Plot 11 BH3 S1 0.30 11.9
69313 Plot 11 BH3 S2 0.60 11.9
69314 Plot 11 BH4 S2 0.50 9.4
69315 Plot 11 BH5 S1 0.30 16.4
69316 Plot 11 BH5 S2 0.50 11
69317 Plot 11 BH6 S1 0.30 15.5
69318 Plot 11 BH6 S2 0.60 6.2
69319 Plot 11 BH7 S1 0.30 10.3
69320 Plot 11 BH7 S2 0.80 10.2
69321 Plot 11 BH8 S1 0.30 15.6
69322 Plot 11 BH8 S2 0.80 9.8
69323 Plot 11 BH9 S1 0.30 12.3
69324 Plot 11 BH9 S2 0.70 15.1
69325 Plot 11 BH10 S1 0.30 13.4
69326 Plot 11 BH10 S2 0.70 9.3
Insufficient sample I/S
Unsuitable Sample U/S
Light brown clayey gravel with stones
Brown clayey loam with stones
Brown clayey gravel with rubble
Brown clayey sand with stones
Brown clayey gravel with rubble
Brown gravelly sand with stones
Brown clayey gravel with stones
Brown clayey gravel with rubble
Light brown clay with brick
Brown clayey sand with chalk
Brown clayey gravel with stones
Grey gravel with rubble
Light brown clayey sand with stones and vegetation
Brown clayey sand with vegetation
Brown gravelly clay with stones
Brown clayey loam with stones and vegetation
Brown clayey loam with stones and vegetation
Grey chalk
Brown clayey sand with rubble and chalk
Light grey clayey sand with chalk and rubble
Brown clayey gravel with stones and vegetation
Brown clayey gravel with stones
Brown clay with stones and vegetation
Brown clayey sand with stones and rubble
Brown clayey loam with stones and chalk
Brown clayey gravel with rubble
Brown clayey loam with vegetation and stones
Brown gravelly clay with concrete
Brown clayey gravel with vegetation and stones
Light grey clay with chalk
Brown clayey loam with stones and vegetation
Light grey clay with chalk
Brown clayey loam with vegetation
Light grey clay with rubble and brick
Brown clayey sand with rubble and vegetation
Brown gravelly clay with rubble
Brown clayey loam with vegetation
Brown gravelly clay with stones and chalk
Brown clayey loam with brick and vegetation
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14605
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: 12083
Reporting Date: 23/05/2013
Sample Matrix Description
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 13
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: 12083
Reporting Date: 23/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14605
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 13
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: 12083
Sample Receipt Date: 17/05/2013
Sample Scheduled Date: 17/05/2013
Report Issue Number: 1
Reporting Date: 23/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14606
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 12 BH1 Plot 12 BH1 Plot 12 BH2 Plot 12 BH2 Plot 12 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69327 69328 69329 69330 69331
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 2 0.7
Arsenic (As) mg/kg < 2 MCERTS 8 9 9 4 7
Barium (Ba) mg/kg < 5 NONE 133 181 123 111 91
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 0.7 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 1 0.5 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 31 29 17 13 22
Copper (Cu) mg/kg < 4 MCERTS 212 91 40 33 41
Lead (Pb) mg/kg < 3 MCERTS 136 195 128 83 111
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 47 21 17 9 17
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 36 25 26 25 31
Zinc (Zn) mg/kg < 3 MCERTS 185 270 118 111 108
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 12 BH3 Plot 12 BH4 Plot 12 BH5 Plot 12 BH5 Plot 12 BH6
S2 S2 S1 S2 S1
0.80 0.80 0.30 0.80 0.30
69332 69334 69335 69336 69337
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS < 2 < 2 9 6 10
Barium (Ba) mg/kg < 5 NONE 24 81 124 161 26
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 0.6 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 7 11 29 14 9
Copper (Cu) mg/kg < 4 MCERTS 22 27 65 86 18
Lead (Pb) mg/kg < 3 MCERTS 21 70 164 149 18
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 5 10 28 19 9
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 4 9 42 12 11
Zinc (Zn) mg/kg < 3 MCERTS 33 89 149 179 31
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Reporting Date: 23/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 12 BH6 Plot 12 BH7 Plot 12 BH7 Plot 12 BH8 Plot 12 BH8
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69338 69339 69340 69341 69342
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.3 8.0
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 8 5 2 7 4
Barium (Ba) mg/kg < 5 NONE 100 89 32 97 85
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 0.6 < 0.5 0.6 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 25 23 9 26 12
Copper (Cu) mg/kg < 4 MCERTS 55 58 20 83 31
Lead (Pb) mg/kg < 3 MCERTS 117 109 35 127 97
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 29 26 10 30 8
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 35 27 10 33 8
Zinc (Zn) mg/kg < 3 MCERTS 121 105 50 123 100
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 12 BH9 Plot 12 BH9 Plot 13 BH1 Plot 13 BH1 Plot 13 BH2
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69343 69344 69345 69346 69347
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 2.1 0.5
Arsenic (As) mg/kg < 2 MCERTS 6 3 5 5 7
Barium (Ba) mg/kg < 5 NONE 93 24 96 80 120
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 < 0.5 < 0.5 < 0.5 0.6
Chromium (Cr) mg/kg < 2 MCERTS 23 8 19 9 21
Copper (Cu) mg/kg < 4 MCERTS 54 11 58 26 34
Lead (Pb) mg/kg < 3 MCERTS 109 18 92 86 154
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 21 7 21 10 20
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 29 10 28 11 31
Zinc (Zn) mg/kg < 3 MCERTS 116 31 93 145 149
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 13 BH2 Plot 13 BH3 Plot 13 BH3 Plot 13 BH4 Plot 13 BH5
S2 S1 S2 S2 S1
0.80 0.30 0.80 0.80 0.30
69348 69349 69350 69351 69352
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.6
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 3 6 6 5 7
Barium (Ba) mg/kg < 5 NONE 95 113 88 94 127
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.6 < 0.5 < 0.5 0.7
Chromium (Cr) mg/kg < 2 MCERTS 10 25 11 12 24
Copper (Cu) mg/kg < 4 MCERTS 21 65 43 141 54
Lead (Pb) mg/kg < 3 MCERTS 61 145 158 106 221
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 1.2 < 1
Nickel (Ni) mg/kg < 3 MCERTS 12 24 16 12 33
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 15 36 11 14 36
Zinc (Zn) mg/kg < 3 MCERTS 61 119 198 135 132
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 13 BH5 Plot 13 BH6 Plot 13 BH6 Plot 13 BH7 Plot 13 BH7
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69353 69354 69355 69356 69357
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.8
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS < 2 8 3 5 < 2
Barium (Ba) mg/kg < 5 NONE 52 101 45 75 16
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.8 < 0.5 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 8 22 10 15 4
Copper (Cu) mg/kg < 4 MCERTS 24 47 20 146 < 4
Lead (Pb) mg/kg < 3 MCERTS 68 138 36 126 7
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 6 21 13 14 4
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 6 32 15 22 5
Zinc (Zn) mg/kg < 3 MCERTS 79 133 49 107 9
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 14 BH1 Plot 14 BH1 Plot 14 BH2 Plot 14 BH2 Plot 14 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69358 69359 69360 69361 69362
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.4
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 3 6 8 5 19
Barium (Ba) mg/kg < 5 NONE 30 115 123 119 158
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.7 0.6 < 0.5 1.2
Chromium (Cr) mg/kg < 2 MCERTS 7 27 22 15 41
Copper (Cu) mg/kg < 4 MCERTS 40 56 57 41 90
Lead (Pb) mg/kg < 3 MCERTS 21 131 134 118 165
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 7 27 24 17 36
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 5 37 33 25 42
Zinc (Zn) mg/kg < 3 MCERTS 53 123 112 171 390
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Reporting Date: 23/05/2013 QTSE Sample No
Additional Refs
Order No: 12083 Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 14 BH3 Plot 14 BH4 Plot 14 BH4 Plot 14 BH5 Plot 14 BH5
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69363 69364 69365 69366 69367
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.9
Total Organic Carbon (TOC) % < 0.1 NONE 6.5 0.7
Arsenic (As) mg/kg < 2 MCERTS 5 4 3 2
Barium (Ba) mg/kg < 5 NONE 64 119 127 51
Beryllium (Be) mg/kg < 0.5 NONE 3.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.9 0.6 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 24 32 23 10
Copper (Cu) mg/kg < 4 MCERTS 25 57 78 40
Lead (Pb) mg/kg < 3 MCERTS 21 123 80 32
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 59 26 37 10
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 45 29 33 12
Zinc (Zn) mg/kg < 3 MCERTS 104 128 91 62
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14606 Date Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 12 BH2 Plot 12 BH4 Plot 12 BH4 Plot 12 BH7 Plot 12 BH9
S1 S1 S2 S1 S1
0.30 0.30 0.80 0.30 0.30
69329 69333 69334 69339 69343
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.34 0.35 0.17 1 0.36
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.32 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 1.15 1.06 0.76 3.34 1.17
Pyrene mg/kg < 0.1 MCERTS 1.05 1.10 0.76 3.05 1.04
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.64 0.83 0.47 1.81 0.58
Chrysene mg/kg < 0.1 MCERTS 0.65 0.84 0.44 1.80 0.61
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.96 1.18 0.71 2.79 0.88
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.31 0.31 0.26 1 0.29
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.67 1.01 0.59 2.13 0.63
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.53 0.65 0.48 1.73 0.49
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 0.13 < 0.1 0.31 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.50 0.68 0.46 1.61 0.47
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 6.8 8.1 5.1 20.9 6.5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 23/05/2013 QTSE Sample No
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 14
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 13 BH3 Plot 13 BH4 Plot 13 BH6 Plot 13 BH6 Plot 14 BH2
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69349 69351 69354 69355 69360
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.29 < 0.1 0.35 < 0.1 1.24
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.31
Fluoranthene mg/kg < 0.1 MCERTS 1.07 0.38 1.22 < 0.1 2.42
Pyrene mg/kg < 0.1 MCERTS 0.97 0.36 1.07 < 0.1 2.06
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.58 0.23 0.67 < 0.1 1.20
Chrysene mg/kg < 0.1 MCERTS 0.63 0.24 0.72 < 0.1 1.14
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.96 0.34 1.04 < 0.1 1.55
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.31 0.12 0.35 < 0.1 0.53
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.68 0.27 0.74 < 0.1 1.15
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.54 0.20 0.65 < 0.1 0.92
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.16
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.54 0.21 0.62 < 0.1 0.82
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 6.6 2.4 7.4 < 1.6 13.5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 23/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Time Sampled
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14606 Date Sampled
Subadra Consulting Ltd
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 14
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
Plot 14 BH3 Plot 14 BH3 Plot 14 BH5
S1 S2 S1
0.30 0.80 0.30
69362 69363 69366
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.31 0.17 0.48
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.16
Fluoranthene mg/kg < 0.1 MCERTS 0.89 0.47 1.27
Pyrene mg/kg < 0.1 MCERTS 0.80 0.38 1.09
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.42 0.19 0.67
Chrysene mg/kg < 0.1 MCERTS 0.46 0.17 0.68
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.60 0.19 0.90
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.18 < 0.1 0.31
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.41 0.15 0.64
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.31 < 0.1 0.43
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.31 < 0.1 0.46
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 4.7 1.7 7.1
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Date Sampled
Subadra Consulting Ltd Time Sampled
Site Reference: Bassetsbury TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14606
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 14
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
69327 Plot 12 BH1 S1 0.30 15.1
69328 Plot 12 BH1 S2 0.80 10.7
69329 Plot 12 BH2 S1 0.30 12
69330 Plot 12 BH2 S2 0.80 7.9
69331 Plot 12 BH3 S1 0.30 11.6
69332 Plot 12 BH3 S2 0.80 5.3
69333 Plot 12 BH4 S1 0.30 16.6
69334 Plot 12 BH4 S2 0.80 4.3
69335 Plot 12 BH5 S1 0.30 15.9
69336 Plot 12 BH5 S2 0.80 6.9
69337 Plot 12 BH6 S1 0.30 6
69338 Plot 12 BH6 S2 0.80 22.1
69339 Plot 12 BH7 S1 0.30 15.9
69340 Plot 12 BH7 S2 0.80 5.8
69341 Plot 12 BH8 S1 0.30 15.5
69342 Plot 12 BH8 S2 0.80 6.7
69343 Plot 12 BH9 S1 0.30 16.7
69344 Plot 12 BH9 S2 0.80 5.8
69345 Plot 13 BH1 S1 0.30 10.8
69346 Plot 13 BH1 S2 0.80 6.9
69347 Plot 13 BH2 S1 0.30 21
69348 Plot 13 BH2 S2 0.80 7.2
69349 Plot 13 BH3 S1 0.30 15.4
69350 Plot 13 BH3 S2 0.80 5.9
69351 Plot 13 BH4 S2 0.80 10.5
69352 Plot 13 BH5 S1 0.30 17.9
69353 Plot 13 BH5 S2 0.80 7.1
69354 Plot 13 BH6 S1 0.30 20
69355 Plot 13 BH6 S2 0.80 7.3
69356 Plot 13 BH7 S1 0.30 10.1
69357 Plot 13 BH7 S2 0.80 4
69358 Plot 14 BH1 S1 0.30 5.4
69359 Plot 14 BH1 S2 0.80 8.1
69360 Plot 14 BH2 S1 0.30 11
69361 Plot 14 BH2 S2 0.80 6.8
69362 Plot 14 BH3 S1 0.30 30.6
69363 Plot 14 BH3 S2 0.80 23.9
69364 Plot 14 BH4 S1 0.30 17.2
69365 Plot 14 BH4 S2 0.80 11.6
69366 Plot 14 BH5 S1 0.30 8.4
69367 Plot 14 BH5 S2 0.80 7.8
Insufficient sample I/S
Unsuitable Sample U/S
Brown clayey sand with rubble
Light brown gravelly clay with rubble
Brown clayey gravel with stones
Brown clayey gravel with stones
Brown loamy clay with stones
Light brown clay with chalk
Brown clayey gravel with vegetation
Light brown clay with chalk
Light brown clay with stones
Brown clayey gravel with vegetation and stones
Light brown gravelly clay with stones
Brown gravelly clay with stones
Brown clayey sand with rubble
Brown gravelly clay with stones and vegetation
Brown clayey gravel with vegetation
Brown clayey gravel with stones
Brown clayey gravel with stones and vegetation
Brown gravelly clay with stones and vegetation
Brown gravelly clay with stones
Brown clay with stones and vegetation
Grey gravelly clay with stones
Brown gravelly loam with stones and vegetation
Brown clayey gravel with stones and vegetation
Brown gravelly clay with stones
Light brown gravelly clay with stones
Brown clayey gravel with stones
Brown clayey loam with chalk and vegetation
Light brown gravelly clay with stones
Brown clayey sand with vegetation
Brown gravelly clay with stones
Brown clayey loam with stones and rubble
Light brown gravelly clay with stones
Brown clayey sand with stones and vegetation
Brown clayey gravel with stones
Brown clayey sand with rubble and vegetation
Brown gravelly clay with stones
Subadra Consulting Ltd
Site Reference: Bassetsbury
Brown clayey loam with vegetation
Order No: 12083
Reporting Date: 23/05/2013
Sample Matrix Description
Brown clayey loam with vegetation
Brown gravelly clay with stones and vegetation
Brown clayey sand with stones and vegetation
Brown clayey gravel with stones
Project / Job Ref: IN12885
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14606
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 14
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: 12083
Reporting Date: 23/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14606
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 14 of 14
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: 12083
Sample Receipt Date: 17/05/2013
Sample Scheduled Date: 17/05/2013
Report Issue Number: 1
Reporting Date: 23/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14607
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 15 BH1 Plot 15 BH1 Plot 15 BH2 Plot 15 BH2 Plot 15 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69368 69369 69370 69371 69372
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 < 2 6 4 10
Barium (Ba) mg/kg < 5 NONE 92 39 94 59 123
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 0.6 < 0.5 1.2
Chromium (Cr) mg/kg < 2 MCERTS 21 18 19 9 25
Copper (Cu) mg/kg < 4 MCERTS 87 28 40 43 53
Lead (Pb) mg/kg < 3 MCERTS 109 35 120 39 293
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 19 13 17 8 23
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 29 9 27 11 43
Zinc (Zn) mg/kg < 3 MCERTS 94 54 98 63 186
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 15 BH3 Plot 15 BH4 Plot 15 BH4 Plot 15 BH5 Plot 15 BH5
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69373 69374 69375 69376 69377
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.6 8.1
Total Organic Carbon (TOC) % < 0.1 NONE 3.8 0.6
Arsenic (As) mg/kg < 2 MCERTS 8 3 5 9 5
Barium (Ba) mg/kg < 5 NONE 177 46 79 247 61
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 < 0.5 0.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 22 11 21 29 23
Copper (Cu) mg/kg < 4 MCERTS 81 22 47 107 23
Lead (Pb) mg/kg < 3 MCERTS 179 87 72 244 31
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 25 9 18 35 20
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 35 15 22 41 24
Zinc (Zn) mg/kg < 3 MCERTS 207 64 100 310 59
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 23/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 16 BH1 Plot 16 BH1 Plot 16 BH2 Plot 16 BH2 Plot 16 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69378 69379 69380 69381 69382
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 3.1
Arsenic (As) mg/kg < 2 MCERTS 8 38 6 < 2 6
Barium (Ba) mg/kg < 5 NONE 104 616 80 549 104
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 4.6 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 1.5 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.8 2.1 0.6 < 0.5 1
Chromium (Cr) mg/kg < 2 MCERTS 21 44 15 21 21
Copper (Cu) mg/kg < 4 MCERTS 43 818 38 132 46
Lead (Pb) mg/kg < 3 MCERTS 186 887 191 59 356
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 18 100 13 57 18
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 34 80 23 62 35
Zinc (Zn) mg/kg < 3 MCERTS 134 893 102 63 169
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 16 BH3 Plot 16 BH4 Plot 16 BH4 Plot 16 BH5 Plot 16 BH5
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69383 69384 69385 69386 69387
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.9 8.0
Total Organic Carbon (TOC) % < 0.1 NONE 0.5
Arsenic (As) mg/kg < 2 MCERTS < 2 6 < 2 5 3
Barium (Ba) mg/kg < 5 NONE 118 97 342 71 371
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.7 1.1 0.6 0.8
Chromium (Cr) mg/kg < 2 MCERTS 18 18 54 15 41
Copper (Cu) mg/kg < 4 MCERTS 50 51 150 29 173
Lead (Pb) mg/kg < 3 MCERTS 39 161 43 181 124
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 29 17 68 14 68
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 26 27 69 25 63
Zinc (Zn) mg/kg < 3 MCERTS 50 113 99 101 171
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 16 BH6 Plot 16 BH7 Plot 16 BH7 Plot 17 BH1 Plot 17 BH1
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69388 69389 69390 69391 69392
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 8 7 12 10 8
Barium (Ba) mg/kg < 5 NONE 439 262 307 120 159
Beryllium (Be) mg/kg < 0.5 NONE 0.9 < 0.5 1.3 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.7 0.8 1 0.6 1.4
Chromium (Cr) mg/kg < 2 MCERTS 19 25 29 23 12
Copper (Cu) mg/kg < 4 MCERTS 103 106 137 64 479
Lead (Pb) mg/kg < 3 MCERTS 130 238 320 175 900
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 1.4
Nickel (Ni) mg/kg < 3 MCERTS 25 40 39 20 19
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 21 35 29 32 15
Zinc (Zn) mg/kg < 3 MCERTS 183 232 419 133 454
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 17 BH2 Plot 17 BH3 Plot 17 BH3 Plot 17 BH4 Plot 17 BH4
S1 S1 S2 S1 S2
0.30 0.30 0.80 0.30 0.80
69393 69394 69395 69396 69397
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.5 7.6
Total Organic Carbon (TOC) % < 0.1 NONE 6.3 1.5
Arsenic (As) mg/kg < 2 MCERTS 7 8 7 9 5
Barium (Ba) mg/kg < 5 NONE 92 116 366 103 203
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE 1.5 1.4 < 1 1.3 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 0.7 1.7 0.7 1.1
Chromium (Cr) mg/kg < 2 MCERTS 20 29 12 27 13
Copper (Cu) mg/kg < 4 MCERTS 57 99 623 89 230
Lead (Pb) mg/kg < 3 MCERTS 116 167 2500 128 500
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 1.2 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 14 21 19 20 13
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 22 36 22 36 18
Zinc (Zn) mg/kg < 3 MCERTS 165 141 1970 127 293
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 17 BH5 Plot 17 BH5 Plot 17 BH6 Plot 17 BH6 Plot 17 BH7
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69398 69399 69400 69401 69402
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 7 5 8 32 8
Barium (Ba) mg/kg < 5 NONE 88 110 103 517 103
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 2.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 3.2 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 0.6 1.9 0.7
Chromium (Cr) mg/kg < 2 MCERTS 22 12 24 37 21
Copper (Cu) mg/kg < 4 MCERTS 49 59 47 565 61
Lead (Pb) mg/kg < 3 MCERTS 131 123 141 607 146
Mercury (Hg) mg/kg < 1 NONE < 1 3.4 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 18 13 20 73 18
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 34 22 34 61 30
Zinc (Zn) mg/kg < 3 MCERTS 87 131 110 425 110
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 17 BH7 Plot 17 BH8 Plot 17 BH8 Plot 17 BH9 Plot 17 BH9
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.50
69403 69404 69405 69406 69407
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 9 9 6 6
Barium (Ba) mg/kg < 5 NONE 76 95 246 105 59
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 0.6 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 1.5 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.7 0.8 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 13 22 15 18 12
Copper (Cu) mg/kg < 4 MCERTS 24 54 136 49 23
Lead (Pb) mg/kg < 3 MCERTS 75 130 256 110 56
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 14 20 21 15 11
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 24 35 22 26 17
Zinc (Zn) mg/kg < 3 MCERTS 51 101 208 103 48
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Additional Refs
Order No: 12083 Depth (m)
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 15
None Supplied None Supplied
None Supplied None Supplied
Plot 17 BH10 Plot 17 BH10
S1 S2
0.30 0.80
69408 69409
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 17
Barium (Ba) mg/kg < 5 NONE 68 269
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 0.8
W/S Boron mg/kg < 1 NONE < 1 1.8
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 1.1
Chromium (Cr) mg/kg < 2 MCERTS 18 27
Copper (Cu) mg/kg < 4 MCERTS 41 218
Lead (Pb) mg/kg < 3 MCERTS 91 410
Mercury (Hg) mg/kg < 1 NONE < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 14 36
Selenium (Se) mg/kg < 3 NONE < 3 < 3
Vanadium (V) mg/kg < 2 NONE 25 43
Zinc (Zn) mg/kg < 3 MCERTS 98 301
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 15 BH2 Plot 15 BH3 Plot 15 BH3 Plot 16 BH1 Plot 16 BH1
S1 S1 S2 S1 S2
0.30 0.30 0.80 0.30 0.80
69370 69372 69373 69378 69379
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.11
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.25 0.47 < 0.1 0.59 2.92
Anthracene mg/kg < 0.1 MCERTS < 0.1 0.13 < 0.1 0.27 0.67
Fluoranthene mg/kg < 0.1 MCERTS 0.94 1.70 0.23 3.67 7.65
Pyrene mg/kg < 0.1 MCERTS 0.86 1.56 0.20 3.53 7.32
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.49 1.12 0.13 3.21 4.04
Chrysene mg/kg < 0.1 MCERTS 0.53 0.88 < 0.1 2.48 2.91
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.76 1.41 0.15 4.11 3.99
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.25 0.53 < 0.1 1.52 1.48
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.51 1.04 0.13 3.08 3.37
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.37 0.92 < 0.1 1.88 1.78
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 0.12 < 0.1 0.33 0.27
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.40 1.01 < 0.1 1.68 1.59
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 5.4 10.9 < 1.6 26.3 38.1
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Soil Analysis Certificate - Speciated PAHs
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
QTS Environmental Report No: 13-14607
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Reporting Date: 23/05/2013 QTSE Sample No
Order No: 12083 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 15
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 16 BH2 Plot 16 BH4 Plot 16 BH4 Plot 17 BH3 Plot 17 BH6
S2 S1 S2 S1 S1
0.80 0.30 0.80 0.30 0.30
69381 69384 69385 69394 69400
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS < 0.1 0.50 < 0.1 0.44 0.28
Anthracene mg/kg < 0.1 MCERTS < 0.1 0.14 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.21 2.03 0.24 1.24 1.15
Pyrene mg/kg < 0.1 MCERTS 0.20 1.84 0.24 1.16 1.08
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.18 1.22 0.17 0.73 0.80
Chrysene mg/kg < 0.1 MCERTS 0.12 1.01 0.12 0.54 0.59
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.19 1.56 0.17 0.77 0.99
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 0.60 < 0.1 0.31 0.37
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.15 1.20 0.14 0.60 0.80
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 0.95 < 0.1 0.37 0.57
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 0.13 < 0.1 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS < 0.1 0.97 < 0.1 0.32 0.63
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 12.2 < 1.6 6.5 7.3
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Time Sampled
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 15
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
Plot 17 BH6 Plot 17 BH8 Plot 17 BH8
S2 S1 S2
0.80 0.30 0.80
69401 69404 69405
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.11
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 0.16
Phenanthrene mg/kg < 0.1 MCERTS < 0.1 0.71 2.13
Anthracene mg/kg < 0.1 MCERTS < 0.1 0.19 0.76
Fluoranthene mg/kg < 0.1 MCERTS 0.58 2.54 5.70
Pyrene mg/kg < 0.1 MCERTS 0.57 2.07 4.92
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.51 1.62 3.52
Chrysene mg/kg < 0.1 MCERTS 0.39 1.16 2.45
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.67 1.57 3.49
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.25 0.67 1.36
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.51 1.16 2.89
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.34 0.69 1.64
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 0.11 0.28
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.29 0.61 1.42
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 4.1 13.1 30.8
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14607 Date Sampled
Subadra Consulting Ltd Time Sampled
Site Reference: Bassetsbury TP / BH No
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 15
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
69368 Plot 15 BH1 S1 0.30 10.5
69369 Plot 15 BH1 S2 0.80 3.7
69370 Plot 15 BH2 S1 0.30 20.4
69371 Plot 15 BH2 S2 0.80 7.6
69372 Plot 15 BH3 S1 0.30 15.2
69373 Plot 15 BH3 S2 0.80 11.7
69374 Plot 15 BH4 S1 0.30 16.9
69375 Plot 15 BH4 S2 0.80 8.8
69376 Plot 15 BH5 S1 0.30 14.2
69377 Plot 15 BH5 S2 0.80 8.5
69378 Plot 16 BH1 S1 0.30 11.1
69379 Plot 16 BH1 S2 0.80 10.6
69380 Plot 16 BH2 S1 0.30 12.6
69381 Plot 16 BH2 S2 0.80 6.8
69382 Plot 16 BH3 S1 0.30 16
69383 Plot 16 BH3 S2 0.80 7.1
69384 Plot 16 BH4 S1 0.30 19.3
69385 Plot 16 BH4 S2 0.80 8.5
69386 Plot 16 BH5 S1 0.30 9.9
69387 Plot 16 BH5 S2 0.80 8.1
69388 Plot 16 BH6 S2 0.80 9.6
69389 Plot 16 BH7 S1 0.30 10.1
69390 Plot 16 BH7 S2 0.80 11.5
69391 Plot 17 BH1 S1 0.30 15.1
69392 Plot 17 BH1 S2 0.80 11
69393 Plot 17 BH2 S1 0.30 24.6
69394 Plot 17 BH3 S1 0.30 17.9
69395 Plot 17 BH3 S2 0.80 10.3
69396 Plot 17 BH4 S1 0.30 18.4
69397 Plot 17 BH4 S2 0.80 12.3
69398 Plot 17 BH5 S1 0.30 19.2
69399 Plot 17 BH5 S2 0.80 14.9
69400 Plot 17 BH6 S1 0.30 11.7
69401 Plot 17 BH6 S2 0.80 13.3
69402 Plot 17 BH7 S1 0.30 17.1
69403 Plot 17 BH7 S2 0.80 8.6
69404 Plot 17 BH8 S1 0.30 13.8
69405 Plot 17 BH8 S2 0.80 10.8
69406 Plot 17 BH9 S1 0.30 14.6
69407 Plot 17 BH9 S2 0.50 10.1
69408 Plot 17 BH10 S1 0.30 13.8
69409 Plot 17 BH10 S2 0.80 12.3
Insufficient sample I/S
Unsuitable Sample U/S
Project / Job Ref: IN12885
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14607
Subadra Consulting Ltd
Site Reference: Bassetsbury
Brown sandy loam with brick and stones
Order No: 12083
Reporting Date: 23/05/2013
Sample Matrix Description
Brown clayey loam with vegetation and stones
Light grey sandy gravel with stones
Brown loamy clay with vegetation and stones
Light grey clayey gravel with stones
Brown loamy clay with vegetation
Brown loamy clay with stones
Brown loamy clay with stones and vegetation
Light grey sandy gravel with stones
Grey loamy sand with concrete and stones
Light brown clayey gravel with stones
Brown sandy loam with vegetation and stones
Grey sandy loam with rubble and brick
Brown clayey loam with stones and vegetation
Grey loamy clay with rubble
Brown loam with stones and vegetation
Light grey loamy gravel with rubble
Brown loamy clay with stones
Black loamy gravel with stones and rubble
Brown sandy loam with stones and vegetation
Grey loamy gravel with rubble
Brown sandy loam with vegetation and stones
Brown loamy sand with rubble
Grey clayey loam with stones
Brown loam with stones
Brown loamy gravel with rubble and brick
Brown loam with vegetation
Brown loam with stones
Grey loamy gravel with rubble
Brown clayey loam with vegetation
Brown clayey loam with brick and stones
Brown loam with vegetation
Brown loamy sand with brick
Light brown loamy clay
Brown clayey loam
Grey sandy clay
Grey sandy clay with brick
Brown clayey loam with vegetation
Light grey loamy clay with concrete
Brown clayey loam
Brown loamy sand
Brown clayey loam
QTS Environmental Ltd - Registered in England No 06620874 Page 14 of 15
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Order No: 12083
Reporting Date: 23/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14607
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
QTS Environmental Ltd - Registered in England No 06620874 Page 15 of 15
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: 12083
Sample Receipt Date: 17/05/2013
Sample Scheduled Date: 17/05/2013
Report Issue Number: 1
Reporting Date: 23/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14608
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 18 BH1 Plot 18 BH1 Plot 18 BH2 Plot 18 BH2 Plot 18 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69410 69411 69412 69413 69414
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 2.9
Arsenic (As) mg/kg < 2 MCERTS 4 10 6 6 9
Barium (Ba) mg/kg < 5 NONE 64 105 102 82 146
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 < 0.5 < 0.5 0.7
Chromium (Cr) mg/kg < 2 MCERTS 13 14 25 11 30
Copper (Cu) mg/kg < 4 MCERTS 42 94 63 31 114
Lead (Pb) mg/kg < 3 MCERTS 86 163 126 112 141
Mercury (Hg) mg/kg < 1 NONE < 1 1.1 < 1 < 1 1.1
Nickel (Ni) mg/kg < 3 MCERTS 11 12 16 14 23
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 19 19 24 20 33
Zinc (Zn) mg/kg < 3 MCERTS 67 84 89 77 164
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 18 BH3 Plot 18 BH4 Plot 18 BH4 Plot 18 BH5 Plot 18 BH6
S2 S1 S2 S1 S1
0.80 0.30 0.80 0.30 0.20
69415 69416 69417 69418 69419
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.5 8.0
Total Organic Carbon (TOC) % < 0.1 NONE 0.6
Arsenic (As) mg/kg < 2 MCERTS < 2 8 4 6 10
Barium (Ba) mg/kg < 5 NONE 38 130 84 79 94
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.6 < 0.5 < 0.5 0.6
Chromium (Cr) mg/kg < 2 MCERTS 9 25 9 19 25
Copper (Cu) mg/kg < 4 MCERTS 20 90 6 60 73
Lead (Pb) mg/kg < 3 MCERTS 22 147 46 111 130
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 22 18 5 15 20
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 33 30 5 24 34
Zinc (Zn) mg/kg < 3 MCERTS 45 147 29 103 124
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Reporting Date: 23/05/2013 QTSE Sample No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 18 BH6 Plot 18 BH7 Plot 18 BH7 Plot 18 BH8 Plot 18 BH8
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69420 69421 69422 69423 69424
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 11 6 17 6 5
Barium (Ba) mg/kg < 5 NONE 215 66 541 117 133
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 1.6 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 1.2 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.8 < 0.5 1.3 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 16 16 25 21 11
Copper (Cu) mg/kg < 4 MCERTS 162 256 176 111 57
Lead (Pb) mg/kg < 3 MCERTS 3610 102 1120 221 338
Mercury (Hg) mg/kg < 1 NONE 2.6 < 1 1.9 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 18 12 38 17 13
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 21 21 44 25 17
Zinc (Zn) mg/kg < 3 MCERTS 465 118 669 151 140
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 18 BH9 Plot 18 BH9 Plot 18 BH10 Plot 18 BH10 Plot 19 BH1
S1 S2 S1 S2 S1
0.30 0.50 0.30 0.80 0.30
69425 69426 69427 69428 69429
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 10 9 15 6 9
Barium (Ba) mg/kg < 5 NONE 142 171 82 164 103
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.7 0.5 0.7 0.5 0.7
Chromium (Cr) mg/kg < 2 MCERTS 24 22 23 15 18
Copper (Cu) mg/kg < 4 MCERTS 71 65 62 110 69
Lead (Pb) mg/kg < 3 MCERTS 149 307 98 921 167
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 14.5
Nickel (Ni) mg/kg < 3 MCERTS 19 18 18 21 17
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 33 24 37 23 24
Zinc (Zn) mg/kg < 3 MCERTS 147 196 109 149 128
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 19 BH1 Plot 19 BH2 Plot 19 BH2 Plot 19 BH3 Plot 19 BH3
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69430 69431 69432 69433 69434
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 18 8 4 9 3
Barium (Ba) mg/kg < 5 NONE 112 111 158 112 31
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 0.7 0.7 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 15 25 13 16 5
Copper (Cu) mg/kg < 4 MCERTS 43 71 21 51 7
Lead (Pb) mg/kg < 3 MCERTS 306 120 39 190 22
Mercury (Hg) mg/kg < 1 NONE 1.5 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 14 20 8 13 6
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 23 46 6 20 7
Zinc (Zn) mg/kg < 3 MCERTS 107 124 67 96 27
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 19 BH4 Plot 19 BH4 Plot 19 BH5 Plot 19 BH6 Plot 19 BH6
S1 S2 S1 S1 S2
0.30 0.70 0.30 0.20 0.80
69435 69436 69437 69438 69439
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE 2.4 0.8
Arsenic (As) mg/kg < 2 MCERTS 6 5 6 6 5
Barium (Ba) mg/kg < 5 NONE 100 41 93 99 934
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 1.2 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.5 < 0.5 0.6 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 24 6 22 31 16
Copper (Cu) mg/kg < 4 MCERTS 79 7 68 75 95
Lead (Pb) mg/kg < 3 MCERTS 106 47 102 117 197
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 20 5 17 21 32
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 27 9 28 31 52
Zinc (Zn) mg/kg < 3 MCERTS 128 42 117 137 202
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Site Reference: Bassetsbury TP / BH No
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 19 BH7 Plot 19 BH7 Plot 19 BH8 Plot 19 BH8 Plot 19 BH9
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.80 0.30
69440 69441 69442 69443 69444
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.4
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 6 3 6 5 9
Barium (Ba) mg/kg < 5 NONE 116 21 111 81 123
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 1.1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 0.5 < 0.5 0.7
Chromium (Cr) mg/kg < 2 MCERTS 16 3 21 11 28
Copper (Cu) mg/kg < 4 MCERTS 61 < 4 83 19 79
Lead (Pb) mg/kg < 3 MCERTS 145 30 192 105 153
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 14 < 3 16 10 23
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 21 4 24 16 39
Zinc (Zn) mg/kg < 3 MCERTS 119 16 131 104 150
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Reporting Date: 23/05/2013 QTSE Sample No
Additional Refs
Order No: 12083 Depth (m)
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 13
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
Plot 19 BH9 Plot 19 BH10 Plot 19 BH10
S2 S1 S2
0.50 0.30 0.80
69445 69446 69447
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 8.1
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 4 8 4
Barium (Ba) mg/kg < 5 NONE 42 126 109
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 1.3 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 6 38 10
Copper (Cu) mg/kg < 4 MCERTS 16 87 33
Lead (Pb) mg/kg < 3 MCERTS 53 161 123
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 5 23 13
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 10 39 17
Zinc (Zn) mg/kg < 3 MCERTS 35 147 80
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Report No: 13-14608 Date Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 18 BH2 Plot 18 BH4 Plot 18 BH7 Plot 18 BH7 Plot 18 BH10
S1 S1 S1 S2 S2
0.30 0.30 0.30 0.80 0.80
69412 69416 69421 69422 69428
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS 0.14 < 0.1 < 0.1 < 0.1 0.11
Acenaphthene mg/kg < 0.1 MCERTS 0.27 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS 0.37 < 0.1 < 0.1 < 0.1 0.15
Phenanthrene mg/kg < 0.1 MCERTS 4.35 1.08 0.22 1.61 1.04
Anthracene mg/kg < 0.1 MCERTS 1.17 0.26 < 0.1 0.54 0.27
Fluoranthene mg/kg < 0.1 MCERTS 5.54 2.54 0.99 7.38 1.85
Pyrene mg/kg < 0.1 MCERTS 4.71 2.30 0.94 6.70 1.54
Benzo(a)anthracene mg/kg < 0.1 MCERTS 2.90 1.51 0.68 4.83 1.20
Chrysene mg/kg < 0.1 MCERTS 2 1 0.54 3.40 0.80
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 2.66 1.46 0.92 4.72 1.04
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 1.03 0.52 0.33 1.82 0.38
Benzo(a)pyrene mg/kg < 0.1 MCERTS 2.24 1.14 0.76 3.46 0.85
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 1.28 0.70 0.51 1.60 0.50
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS 0.20 < 0.1 < 0.1 0.30 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 1.11 0.64 0.49 1.33 0.40
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 30 13.2 6.4 37.7 10.1
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 23/05/2013 QTSE Sample No
Order No: 12083 Depth (m)
Project / Job Ref: IN12885 Additional Refs
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
Maidstone
Site Reference: Bassetsbury TP / BH No
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 13
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 19 BH3 Plot 19 BH3 Plot 19 BH6 Plot 19 BH7 Plot 19 BH8
S1 S2 S1 S2 S2
0.30 0.80 0.20 0.80 0.80
69433 69434 69438 69441 69443
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.13
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.16
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.19
Phenanthrene mg/kg < 0.1 MCERTS 0.30 0.16 0.38 1.22 1.64
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.25 0.45
Fluoranthene mg/kg < 0.1 MCERTS 1.15 0.31 1.02 3.41 3.38
Pyrene mg/kg < 0.1 MCERTS 1.03 0.27 0.92 2.98 2.87
Benzo(a)anthracene mg/kg < 0.1 MCERTS 0.80 0.17 0.65 1.75 1.74
Chrysene mg/kg < 0.1 MCERTS 0.55 < 0.1 0.45 1.25 1.17
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 0.78 0.13 0.65 1.77 2.01
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.29 < 0.1 0.25 0.69 0.74
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.59 < 0.1 0.53 1.46 1.86
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.37 < 0.1 0.26 0.77 1.21
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 0.17
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.33 < 0.1 0.26 0.65 1.12
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 6.2 < 1.6 5.3 16.2 18.8
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
QTS Environmental Report No: 13-14608 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent ME17 2JN
Tel : 01622 851105 '
Maidstone
Site Reference: Bassetsbury TP / BH No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 13
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
69410 Plot 18 BH1 S1 0.30 11.2
69411 Plot 18 BH1 S2 0.80 16.2
69412 Plot 18 BH2 S1 0.30 13.2
69413 Plot 18 BH2 S2 0.80 15.6
69414 Plot 18 BH3 S1 0.30 12.9
69415 Plot 18 BH3 S2 0.80 10.9
69416 Plot 18 BH4 S1 0.30 15.1
69417 Plot 18 BH4 S2 0.80 21.3
69418 Plot 18 BH5 S1 0.30 12.2
69419 Plot 18 BH6 S1 0.20 14.4
69420 Plot 18 BH6 S2 0.80 12.7
69421 Plot 18 BH7 S1 0.30 10.8
69422 Plot 18 BH7 S2 0.80 20.2
69423 Plot 18 BH8 S1 0.30 14.6
69424 Plot 18 BH8 S2 0.80 10.4
69425 Plot 18 BH9 S1 0.30 12.3
69426 Plot 18 BH9 S2 0.50 10.4
69427 Plot 18 BH10 S1 0.30 18.1
69428 Plot 18 BH10 S2 0.80 9.2
69429 Plot 19 BH1 S1 0.30 13.8
69430 Plot 19 BH1 S2 0.80 17.2
69431 Plot 19 BH2 S1 0.30 17.9
69432 Plot 19 BH2 S2 0.80 23.2
69433 Plot 19 BH3 S1 0.30 14.9
69434 Plot 19 BH3 S2 0.80 19.2
69435 Plot 19 BH4 S1 0.30 13.4
69436 Plot 19 BH4 S2 0.70 17.9
69437 Plot 19 BH5 S1 0.30 16.8
69438 Plot 19 BH6 S1 0.20 17.6
69439 Plot 19 BH6 S2 0.80 12.6
69440 Plot 19 BH7 S1 0.30 12.1
69441 Plot 19 BH7 S2 0.80 10.7
69442 Plot 19 BH8 S1 0.30 13.1
69443 Plot 19 BH8 S2 0.80 12.1
69444 Plot 19 BH9 S1 0.30 12.3
69445 Plot 19 BH9 S2 0.50 10.2
69446 Plot 19 BH10 S1 0.30 10
69447 Plot 19 BH10 S2 0.80 12.3
Insufficient sample I/S
Unsuitable Sample U/S
Grey sandy clay with stones
Light grey loamy clay with chalk and stones
Brown clayey loam with vegetation
Brown loamy clay with chalk
Brown clayey loam with vegetation
Brown loam with vegetation
Grey loamy sand with rubble and chalk
Brown clayey loam with rubble and stones
Light grey sandy clay with chalk and stones
Brown loamy sand with metal and stones
Brown loamy sand with vegetation
Brown clayey loam with vegetation and stones
Brown loam with vegetation
Light grey sandy clay
Brown loam
Light grey sandy clay with chalk
Brown loam with vegetation and stones
Beige loamy clay with chalk
Brown clayey loam with chalk
Brown loamy clay with rubble
Brown loam with stones
Grey loamy sand with brick and rubble
Brown loam with vegetation and stones
Grey sandy loam
Brown loam with vegetation and stones
Brown loamy sand with rubble and stones
Brown loam with stones and glass
Brown loamy clay with brick and rubble
Brown loam with vegetation
Brown sandy loam with vegetation
Beige loamy clay with chalk and rubble
Brown clay with vegetation
Light grey sandy clay
Subadra Consulting Ltd
Site Reference: Bassetsbury
Brown loam with vegetation
Order No: 12083
Reporting Date: 23/05/2013
Sample Matrix Description
Brown loam with vegetation
Light grey loamy clay with rubble
Brown sandy loam with brick and vegetation
Light grey loamy clay with chalk
Project / Job Ref: IN12885
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14608
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 13
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: 12083
Reporting Date: 23/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14608
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 13
James Skinner QTS Environmental Ltd
Subadra Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Order No: 12083
Sample Receipt Date: 17/05/2013
Sample Scheduled Date: 17/05/2013
Report Issue Number: 1
Reporting Date: 23/05/2013
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Unit 13
Triangle Business Park
Stoke Mandeville
Buckinghamshire
HP22 5BL
QTS Environmental Report No: 13-14609
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 20 BH1 Plot 20 BH1 Plot 20 BH2 Plot 20 BH2 Plot 20 BH3
S1 S2 S1 S2 S1
0.30 0.80 0.30 0.50 0.30
69448 69449 69450 69451 69452
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 7.7
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 7 < 2 9 2 3
Barium (Ba) mg/kg < 5 NONE 98 11 112 26 45
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 < 0.5 0.7 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 21 < 2 26 5 10
Copper (Cu) mg/kg < 4 MCERTS 54 < 4 77 8 36
Lead (Pb) mg/kg < 3 MCERTS 117 6 133 21 121
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 17 < 3 20 5 9
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 31 3 33 7 13
Zinc (Zn) mg/kg < 3 MCERTS 113 9 134 23 56
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
QTSE Sample No
Site Reference: Bassetsbury
Date Sampled
Tel : 01622 851105 '
Time Sampled
Analysis carried out on the dried sample is corrected for the stone content
QTS Environmental Report No: 13-14609
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013
TP / BH No
Subadra Consulting Ltd
Maidstone
Kent ME17 2JN
Soil Analysis Certificate
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 20 BH3 Plot 20 BH4 Plot 20 BH4 Plot 20 BH5 Plot 20 BH5
S2 S1 S2 S1 S2
0.80 0.30 0.80 0.30 0.80
69453 69454 69455 69456 69457
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS 8.0
Total Organic Carbon (TOC) % < 0.1 NONE 2.1 0.5
Arsenic (As) mg/kg < 2 MCERTS 5 6 3 8
Barium (Ba) mg/kg < 5 NONE 85 95 14 119
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 < 0.5 0.5
Chromium (Cr) mg/kg < 2 MCERTS 11 22 3 29
Copper (Cu) mg/kg < 4 MCERTS 20 59 < 4 74
Lead (Pb) mg/kg < 3 MCERTS 72 92 5 134
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 12 18 < 3 22
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 17 28 3 39
Zinc (Zn) mg/kg < 3 MCERTS 50 101 13 173
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
QTS Environmental Report No: 13-14609 Date Sampled
Subadra Consulting Ltd Time Sampled
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 20 BH6 Plot 20 BH6 Plot 20 BH7 Plot 20 BH7 Plot 20 BH8
S1 S2 S1 S2 S1
0.20 0.80 0.30 0.80 0.30
69458 69459 69460 69461 69462
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 10 3 4 < 2 9
Barium (Ba) mg/kg < 5 NONE 121 30 74 12 136
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1 1.2
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 < 0.5 < 0.5 < 0.5 0.6
Chromium (Cr) mg/kg < 2 MCERTS 33 5 40 2 33
Copper (Cu) mg/kg < 4 MCERTS 89 4 96 < 4 87
Lead (Pb) mg/kg < 3 MCERTS 152 21 88 6 196
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 26 6 25 < 3 50
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 44 9 17 3 41
Zinc (Zn) mg/kg < 3 MCERTS 152 21 109 11 158
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
QTS Environmental Report No: 13-14609 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 8
None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied
Plot 20 BH9 Plot 20 BH9 Plot 20 BH10 Plot 20 BH10
S1 S2 S1 S2
0.30 0.50 0.30 0.80
69463 69464 69465 69466
Determinand Unit MDL Accreditation
pH pH Units N / a MCERTS
Total Organic Carbon (TOC) % < 0.1 NONE
Arsenic (As) mg/kg < 2 MCERTS 8 9 9 6
Barium (Ba) mg/kg < 5 NONE 105 87 110 61
Beryllium (Be) mg/kg < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 0.6 < 0.5 0.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 25 16 20 10
Copper (Cu) mg/kg < 4 MCERTS 73 7 51 22
Lead (Pb) mg/kg < 3 MCERTS 125 13 140 59
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 3.6 < 1
Nickel (Ni) mg/kg < 3 MCERTS 20 12 17 10
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Vanadium (V) mg/kg < 2 NONE 33 29 31 20
Zinc (Zn) mg/kg < 3 MCERTS 129 114 126 180
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
Order No: 12083 Depth (m)
Reporting Date: 23/05/2013 QTSE Sample No
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
QTS Environmental Report No: 13-14609 Date Sampled
Subadra Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 851105 '
Soil Analysis Certificate
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 8
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
Plot 20 BH2 Plot 20 BH4 Plot 20 BH6 Plot 20 BH8 Plot 20 BH9
S1 S1 S2 S1 S2
0.30 0.30 0.80 0.30 0.50
69450 69454 69459 69462 69464
Determinand Unit MDL Accreditation
Naphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 0.43 0.48 0.15 0.72 < 0.1
Anthracene mg/kg < 0.1 MCERTS 0.13 < 0.1 < 0.1 0.17 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 1.57 1.07 0.45 1.49 < 0.1
Pyrene mg/kg < 0.1 MCERTS 1.39 0.95 0.39 1.33 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS 1.08 0.63 0.26 0.80 < 0.1
Chrysene mg/kg < 0.1 MCERTS 0.74 0.46 0.20 0.56 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS 1.13 0.65 0.28 0.77 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS 0.41 0.26 0.13 0.30 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS 0.87 0.50 0.21 0.60 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS 0.54 0.26 < 0.1 0.32 < 0.1
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS 0.53 0.25 < 0.1 0.30 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 8.8 5.5 2.1 7.4 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Site Reference: Bassetsbury TP / BH No
Project / Job Ref: IN12885 Additional Refs
Order No: 12083 Depth (m)
QTS Environmental Report No: 13-14609 Date Sampled
Reporting Date: 23/05/2013 QTSE Sample No
Subadra Consulting Ltd Time Sampled
Tel : 01622 851105 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 8
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
69448 Plot 20 BH1 S1 0.30 13.5
69449 Plot 20 BH1 S2 0.80 10.5
69450 Plot 20 BH2 S1 0.30 12.1
69451 Plot 20 BH2 S2 0.50 11.9
69452 Plot 20 BH3 S1 0.30 11.3
69453 Plot 20 BH3 S2 0.80 7
69454 Plot 20 BH4 S1 0.30 13.3
69455 Plot 20 BH4 S2 0.80 20.2
69456 Plot 20 BH5 S1 0.30 13.5
69457 Plot 20 BH5 S2 0.80 20
69458 Plot 20 BH6 S1 0.20 13.2
69459 Plot 20 BH6 S2 0.80 16
69460 Plot 20 BH7 S1 0.30 9.6
69461 Plot 20 BH7 S2 0.80 8.3
69462 Plot 20 BH8 S1 0.30 14.7
69463 Plot 20 BH9 S1 0.30 12.5
69464 Plot 20 BH9 S2 0.50 7.6
69465 Plot 20 BH10 S1 0.30 10.7
69466 Plot 20 BH10 S2 0.80 4.8
Insufficient sample I/S
Unsuitable Sample U/S
Red loamy sand with concrete and rubble
Brown clayey loam with vegetation and rubble
Light grey loamy sand with concrete and rubble
Brown clayey loam with stones
White sandy clay with chalk and stones
Brown clayey loam with vegetation
Brown clayey loam with vegetation and stones
Brown loam with stones
Beige loamy clay with chalk
Brown clayey loam with vegetation
Beige loamy clay with chalk
Brown sandy loam with vegetation and glass
Grey sandy clay with stones
Brown loamy clay with vegetation and stones
Grey sandy clay with chalk
Brown sandy loam with vegetation
Light grey sandy clay with chalk and stones
Brown sandy loam with vegetation
Brown clayey loam with chalk and stones
Sample Matrix Description
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Tel : 01622 851105 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 13-14609
Subadra Consulting Ltd
Order No: 12083
Reporting Date: 23/05/2013
Maidstone
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 8
Matrix Analysed
On
Determinand Brief Method Description Method
No
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR Chromium - HexavalentDetermination of hexavalent chromium in soil by extraction in water then by acidification, addition of 1,5
diphenylcarbazide followed by colorimetryE016
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E021
Soil AR Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E015
Soil AR Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E015
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by turbidimeter E020
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E023
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE011
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil D Phosphorus Determination of phosphorus by aqua-regia digestion followed by ICP-OES E002
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil AR SulphideDetermination of sulphide by acidification and heating to liberate hydrogen sulphide, trapped in an
alkaline solution then assayed by ion selective electrodeE018
Soil D Sulphur - TotalDetermination of total sulphur by extraction with aqua-regia, potassium iodide/iodate followed by ICP-
OESE002
Soil AR Thiocyanate (as SCN)Determination of thiocyanate by extraction in caustic soda followed by acidification followed by addition
of ferric nitrate followed by colorimetryE017
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE011
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E009
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR PAH - Speciated (EPA 16)Determination of PAH compounds by extraction in acetone and hexane followed by GC-MS with the use
of surrogate and internal standardsE005
Soil AR PCB - 7 Congeners Determination of PCB by extraction with acetone and hexane followed by GC-MS E008
Soil D Petroleum Ether Extract (PEE) Gravimetrically determined through extraction with petroleum ether E009
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E010
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
Soil D Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E009
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR TPH CWG Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR TPH LQM Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR EPH (with florisil cleanup) Determination of acetone/hexane extractable hydrocarbons with florisil cleanup step by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR VOCs Determination of volatile organic compounds by headspace GC-MS E001
Key
D Dried
AR As Received
Order No: 12083
Reporting Date: 23/05/2013
Tel : 01622 851105 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 13-14609
Subadra Consulting Ltd
Site Reference: Bassetsbury
Project / Job Ref: IN12885
Maidstone
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 8
ATTACHMENT THREE: STATISTICAL ANALYSIS DATA SHEETS
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 Contaminant: Arsenic
BH Number
Sample Number
Sample Depth Rank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)6 2 0.6 1 3 -0.68 -1.64 Level of signif. 0.051 2 0.5 2 4 -0.57 -1.28 Tcrit for n=18 19 2.531
7 1 0.3 3 5 -0.45 -1.04 Tn Tn>Tcrit? Outlier removed?2 2 0.4 4 6 -0.34 -0.84 x19= 45 T19= 4.145657 yes yes no4 2 0.5 5 6 -0.34 -0.67 x18= 10 T18= 0.121041 no no no8 1 0.3 6 6 -0.34 -0.529 1 0.3 7 6 -0.34 -0.39 Normality Test10 2 0.7 8 6 -0.34 -0.25 Probablity plot indicates non-normal distribution3 1 0.3 9 7 -0.22 -0.138 2 0.8 10 7 -0.22 0.009 2 0.7 11 7 -0.22 0.1310 1 0.3 12 7 -0.22 0.257 2 0.8 13 8 -0.11 0.392 1 0.3 14 9 0.01 0.525 1 0.3 15 9 0.01 0.675 2 0.5 16 9 0.01 0.841 1 0.3 17 10 0.12 1.046 1 0.3 18 10 0.12 1.283 2 0.6 19 45 4.15 1.64
Non-detects 0Critical concentration, Cc (mg/kg) 43 SGV for allotmentsNumber of samples, n 19Mean, X bar (mg/kg) 8.95Standard deviation, s 8.70Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -17.07Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 17.65
Estimatedp1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Notes - not for inclusion in print outBH
NumberSample Number
Sample Depth Rank
Concn
(mg/kg) y z qSee Appendix B1 for test6 2 0.6 1 3 -2.08 -1.62 0.05
1 2 0.5 2 4 -1.55 -1.25 0.11Select appropriate value of Tcrit for n value from Table B17 1 0.3 3 5 -1.02 -1.00 0.16
2 2 0.4 4 6 -0.50 -0.80 0.214 2 0.5 5 6 -0.50 -0.63 0.268 1 0.3 6 6 -0.50 -0.48 0.329 1 0.3 7 6 -0.50 -0.34 0.3710 2 0.7 8 6 -0.50 -0.20 0.423 1 0.3 9 7 0.03 -0.07 0.478 2 0.8 10 7 0.03 0.07 0.539 2 0.7 11 7 0.03 0.20 0.5810 1 0.3 12 7 0.03 0.34 0.637 2 0.8 13 8 0.56 0.48 0.682 1 0.3 14 9 1.08 0.63 0.745 1 0.3 15 9 1.08 0.80 0.795 2 0.5 16 9 1.08 1.00 0.841 1 0.3 17 10 1.61 1.25 0.896 1 0.3 18 10 1.61 1.62 0.95
Non-detects 0Do probability plot without outliers if necessary and decide which to use…..Critical concentration, Cc (mg/kg) 43 SGV for allotmentsIf plot is non-normal does this matter - do we have enough data to determien this - what does Number of samples, n 18
Mean, X bar (mg/kg) 6.94Standard deviation, s 1.90Square root of n, vn 4.24
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Site Name: Bassetsbury Allotments Plot 1 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)7 1 0.3 1 0.23 -0.82 -0.97 Level of signif. 0.052 1 0.3 2 0.38 -0.73 -0.43 Tcrit for n=5 1.671
7 2 0.8 3 0.41 -0.71 0.00 Tn Tn>Tcrit? Outlier removed?4 2 0.8 4 2.39 0.54 0.43 x5= 4.28 T5= 1.729448 Yes yes no9 2 0.8 5 4.28 1.73 0.97 x4= 2.39 T4= 0.537378 no no no
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 5Mean, X bar (mg/kg) 1.54 Mean>Cc so H0 cannot be rejectedStandard deviation, s 1.59Square root of n, vn 2.24Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 0.48
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 4.63
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)4 1 0.3 1 0.18 -0.89 -1.15 Level of signif. 0.052 1 0.3 2 0.26 -0.79 -0.67 Tcrit for n=7 1.938
7 1 0.3 3 0.29 -0.76 -0.32 Tn Tn>Tcrit? Outlier removed?SMS7 1 0.2 4 0.58 -0.42 0.00 x7= 2.40 T7= 1.690675 no no no
7 2 0.8 5 0.75 -0.22 0.32 x6= 2.14 T6= 1.389006 no no no4 2 0.8 6 2.14 1.39 0.67
SMS7 2 0.6 7 2.4 1.69 1.15 Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 7Mean, X bar (mg/kg) 0.94Standard deviation, s 0.86Square root of n, vn 2.65Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.79
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.36
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 3 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)9 2 0.8 1 0.05 -0.39 -1.22 Level of signif. 0.057 1 0.3 2 0.20 -0.38 -0.76 Tcrit for n=8 2.032
4 1 0.3 3 0.27 -0.38 -0.43 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 0.33 -0.38 -0.14 x8= 193.00 T8= 2.645705 Yes yes no
Jacobs tp1 1 0.2 5 0.67 -0.38 0.14 x7= 1.20 T7= -0.367432 no no noJacobs tp1 2 0.4 6 0.99 -0.37 0.43Jacobs tp1 3 1 7 1.2 -0.37 0.76 Normality Test
4 2 0.9 8 193.00 2.65 1.22 Probablity plot indicates non-normal distribution
Non-detects (%) 1 0.125Critical concentration, Cc (mg/kg) 1.2Number of samples, n 8Mean, X bar (mg/kg) 24.59 Mean>Cc so H0 cannot be rejectedStandard deviation, s 63.65Square root of n, vn 2.83Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 1.04
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 122.71
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)1 1 0.3 1 0.05 -0.77 -0.97 Level of signif. 0.051 2 0.8 2 0.18 -0.64 -0.43 Tcrit for n=5 1.671
8 1 0.3 3 0.34 -0.49 0.00 Tn Tn>Tcrit? Outlier removed?2 2 0.7 4 0.82 -0.03 0.43 x5= 2.87 T5= 1.9364 Yes yes no6 2 0.7 5 2.87 1.94 0.97 x4= 0.82 T4= -0.030706 no no no
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 1 0.2Critical concentration, Cc (mg/kg) 1.2Number of samples, n 5Mean, X bar (mg/kg) 0.85Standard deviation, s 1.04Square root of n, vn 2.24Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.75
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.88
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)2 1 0.3 1 0.24 -0.55 -1.34 Level of signif. 0.057 1 0.3 2 0.33 -0.52 -0.91 Tcrit for n=10 2.176
4 2 0.8 3 0.37 -0.51 -0.60 Tn Tn>Tcrit? Outlier removed?5 2 0.8 4 0.47 -0.48 -0.35 x10= 11.00 T10= 2.929688 Yes yes no8 2 0.8 5 0.55 -0.45 -0.11 x9= 2.40 T9= 0.146905 no no no
SMS6 2 0.6 6 1.1 -0.27 0.11Jacobs7 1 0.2 7 1.3 -0.21 0.35 Normality TestSMS6 1 0.2 8 1.7 -0.08 0.60 Probablity plot indicates non-normal distributionJacobs7 2 0.35 9 2.4 0.15 0.91Jacobs7 3 1 10 11 2.93 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 10Mean, X bar (mg/kg) 1.95 Mean>Cc so H0 cannot be rejectedStandard deviation, s 3.09Square root of n, vn 3.16Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 0.76
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 6.21
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)3 2 0.7 1 0.22 -0.94 -1.15 Level of signif. 0.053 1 0.3 2 0.34 -0.79 -0.67 Tcrit for n=7 1.938
5 1 0.3 3 0.34 -0.79 -0.32 Tn Tn>Tcrit? Outlier removed?9 1 0.3 4 0.69 -0.34 0.00 x7= 2.25 T7= 1.628647 no no no
SMS4 1 0.2 5 0.79 -0.22 0.32 x6= 2.10 T6= 1.43906 no no noSMS4 2 0.6 6 2.1 1.44 0.67
9 2 0.7 7 2.25 1.63 1.15 Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 7Mean, X bar (mg/kg) 0.96Standard deviation, s 0.79Square root of n, vn 2.65Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.80
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.27
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 7 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)3 2 0.7 1 0.05 -0.83 -1.22 Level of signif. 0.05
10 2 0.7 2 0.05 -0.83 -0.76 Tcrit for n=8 2.032
6 1 0.3 3 0.36 -0.56 -0.43 Tn Tn>Tcrit? Outlier removed?9 1 0.3 4 0.36 -0.56 -0.14 x8= 3.30 T8= 1.932482 no no no3 1 0.3 5 0.46 -0.48 0.14 x7= 2.70 T7= 1.423096 no no no
Jacobs2 1 0.18 6 0.91 -0.10 0.43Jacobs2 2 0.3 7 2.7 1.42 0.76 Normality Test
Jacobs2 3 1 8 3.3 1.93 1.22 Probablity plot indicates non-normal distribution
Non-detects (%) 2 0.250Critical concentration, Cc (mg/kg) 1.2Number of samples, n 8Mean, X bar (mg/kg) 1.02Standard deviation, s 1.18Square root of n, vn 2.83Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.42
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.84
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 8 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)3 1 0.3 1 0.25 -0.84 -0.97 Level of signif. 0.059 1 0.3 2 0.26 -0.83 -0.43 Tcrit for n=5 1.671
7 1 0.3 3 0.89 -0.35 0.00 Tn Tn>Tcrit? Outlier removed?1 2 0.8 4 1.56 0.15 0.43 x5= 3.83 T5= 1.862929 yes yes no4 2 0.8 5 3.83 1.86 0.97 x4= 1.56 T4= 0.15223 no no no
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 5Mean, X bar (mg/kg) 1.36Standard deviation, s 1.33Square root of n, vn 2.24Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 0.27
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.95
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)7 1 0.3 1 0.27 -0.61 -1.15 Level of signif. 0.057 2 0.8 2 0.27 -0.61 -0.67 Tcrit for n=7 1.938
4 1 0.3 3 0.32 -0.59 -0.32 Tn Tn>Tcrit? Outlier removed?SMS5 1 0.2 4 0.88 -0.37 0.00 x7= 8.06 T7= 2.398668 yes yes noSMS5 2 0.6 5 1.4 -0.17 0.32 x6= 1.68 T6= -0.061702 no no no
10 2 0.8 6 1.68 -0.06 0.672 2 0.8 7 8.06 2.40 1.15 Normality Test
Probablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 7Mean, X bar (mg/kg) 1.84Standard deviation, s 2.59Square root of n, vn 2.65Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 0.65
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 6.11
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)4 1 0.3 1 0.36 -0.67 -0.97 Level of signif. 0.058 1 0.3 2 0.44 -0.54 -0.43 Tcrit for n=5 1.671
6 1 0.3 3 0.45 -0.52 0.00 Tn Tn>Tcrit? Outlier removed?4 2 0.8 4 0.61 -0.25 0.43 x5= 1.95 T5= 1.981608 yes yes no8 2 0.8 5 1.95 1.98 0.97 x4= 0.61 T4= -0.253539 no no no
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 5Mean, X bar (mg/kg) 0.76Standard deviation, s 0.60Square root of n, vn 2.24Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -1.63
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 1.93
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)3 2 0.6 1 0.18 -0.91 -1.15 Level of signif. 0.0510 1 0.3 2 0.66 -0.53 -0.67 Tcrit for n=7 1.938
3 1 0.3 3 0.70 -0.50 -0.32 Tn Tn>Tcrit? Outlier removed?6 1 0.3 4 0.73 -0.47 0.00 x7= 4.20 T7= 2.264672 yes yes no7 2 0.8 5 0.94 -0.31 0.32 x6= 1.90 T6= 0.449778 no no no
SMS3 2 0.6 6 1.9 0.45 0.67SMS3 1 0.2 7 4.2 2.26 1.15 Normality Test
Probablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 7Mean, X bar (mg/kg) 1.33Standard deviation, s 1.27Square root of n, vn 2.65Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 0.27
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.42
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 12 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)4 2 0.8 1 0.59 -0.98 -1.28 Level of signif. 0.059 1 0.3 2 0.63 -0.90 -0.84 Tcrit for n=9 2.11
2 1 0.3 3 0.67 -0.81 -0.52 Tn Tn>Tcrit? Outlier removed?Jacobs TP3 1 0.18 4 0.72 -0.71 -0.25 x9= 2.13 T9= 2.193075 yes yes no
4 1 0.3 5 1.01 -0.11 0.00 x8= 1.60 T8= 1.101116 no no noJacobs TP3 2 0.3 6 1.1 0.07 0.25RSK6 2 0.5 7 1.14 0.15 0.52 Normality TestJacobs TP3 3 1 8 1.6 1.10 0.84 Probablity plot indicates non-normal distribution
7 1 0.3 9 2.13 2.19 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 9Mean, X bar (mg/kg) 1.07Standard deviation, s 0.49Square root of n, vn 3.00Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.83
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 1.77
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 14 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)3 2 0.8 1 0.15 -1.22 -1.15 Level of signif. 0.05
RSK5 2 0.5 2 0.22 -1.04 -0.67 Tcrit for n=7 1.938
3 1 0.3 3 0.41 -0.55 -0.32 Tn Tn>Tcrit? Outlier removed?SMS2 2 0.6 4 0.59 -0.09 0.00 x7= 1.20 T7= 1.49478 no no no
5 1 0.3 5 0.64 0.04 0.32 x6= 1.15 T6= 1.365281 no no no2 1 0.3 6 1.15 1.37 0.67
SMS2 1 0.2 7 1.2 1.49 1.15 Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 7Mean, X bar (mg/kg) 0.62Standard deviation, s 0.39Square root of n, vn 2.65Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -3.95
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 1.26
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 15 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)3 2 0.8 1 0.13 -0.83 -1.07 Level of signif. 0.052 1 0.3 2 0.51 -0.49 -0.57 Tcrit for n=6 1.822
Jacobs 4 2 0.4 3 0.53 -0.47 -0.18 Tn Tn>Tcrit? Outlier removed?Jacobs 4 3 1 4 0.66 -0.36 0.18 x6= 3.50 T6= 2.171912 yes yes no
3 1 0.3 5 1.04 -0.02 0.57 x5= 1.04 T5= -0.019299 no no noJacobs 4 1 0.2 6 3.5 2.17 1.07
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 6Mean, X bar (mg/kg) 1.06Standard deviation, s 1.12Square root of n, vn 2.45Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.30
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.06
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)4 2 0.8 1 0.14 -1.33 -1.15 Level of signif. 0.052 2 0.8 2 0.15 -1.33 -0.67 Tcrit for n=7 1.938
4 1 0.3 3 1.20 -0.46 -0.32 Tn Tn>Tcrit? Outlier removed?SMS8 2 0.6 4 2.1 0.29 0.00 x7= 3.37 T7= 1.345008 no no noSMS8 1 0.2 5 2.2 0.37 0.32 x6= 3.08 T6= 1.104447 no no no
1 1 0.3 6 3.08 1.10 0.671 2 0.8 7 3.37 1.35 1.15 Normality Test
Probablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 7Mean, X bar (mg/kg) 1.75Standard deviation, s 1.21Square root of n, vn 2.65Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 1.20
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.74
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)6 2 0.8 1 0.51 -0.78 -0.97 Level of signif. 0.053 1 0.3 2 0.60 -0.67 -0.43 Tcrit for n=5 1.671
6 1 0.3 3 0.80 -0.45 0.00 Tn Tn>Tcrit? Outlier removed?8 1 0.3 4 1.16 -0.04 0.43 x5= 2.89 T5= 1.934177 yes yes no8 2 0.8 5 2.89 1.93 0.97 x4= 1.16 T4= -0.036451 no no no
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 5Mean, X bar (mg/kg) 1.19Standard deviation, s 0.88Square root of n, vn 2.24Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.02
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.90
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 18 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)7 1 0.3 1 0.76 -0.90 -0.97 Level of signif. 0.0510 2 0.8 2 0.85 -0.82 -0.43 Tcrit for n=5 1.671
4 1 0.3 3 1.14 -0.53 0.00 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 2.24 0.53 0.43 x5= 3.46 T5= 1.717815 yes yes no7 2 0.8 5 3.46 1.72 0.97 x4= 2.24 T4= 0.533784 no no no
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 1.2Number of samples, n 5Mean, X bar (mg/kg) 1.69Standard deviation, s 1.03Square root of n, vn 2.24Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 1.06
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.70
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 19 Project Number: In12885 Contaminant: Benzo(a)pyrene
BH NumberSample Number
Depth RankConcn
(mg/kg) y z Outlier test (assuming normal distribution)3 2 0.8 1 0.05 -1.60 -1.22 Level of signif. 0.056 1 0.2 2 0.53 -0.88 -0.76 Tcrit for n=8 2.032
3 1 0.3 3 0.59 -0.79 -0.43 Tn Tn>Tcrit? Outlier removed?SMS1 1 0.2 4 1.1 -0.03 -0.14 x8= 2.20 T8= 1.606436 no no noRSK3 2 0.5 5 1.18 0.09 0.14 x7= 1.86 T7= 1.10012 no no no
7 2 0.8 6 1.46 0.50 0.438 2 0.8 7 1.86 1.10 0.76 Normality Test
SMS1 2 0.6 8 2.2 1.61 1.22 Probablity plot indicates non-normal distribution
Non-detects (%) 1 0.125Critical concentration, Cc (mg/kg) 1.2Number of samples, n 8Mean, X bar (mg/kg) 1.12Standard deviation, s 0.67Square root of n, vn 2.83Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.33
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.16
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 1 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 2 0.7 1 0.25 -0.88 -1.67 Level of signif. 0.057 2 0.8 2 0.25 -0.88 -1.31 Tcrit for n=18 20 2.557
8 2 0.7 3 0.25 -0.88 -1.07 Tn Tn>Tcrit? Outlier removed?9 2 0.8 4 0.25 -0.88 -0.88 x20= 6.9 T20= 3.446535 Yes yes no10 2 0.6 5 0.25 -0.88 -0.71 x19= 3.4 T19= 1.167296 no no no1 2 0.7 6 0.8 -0.53 -0.573 2 0.6 7 0.9 -0.46 -0.43 Normality Test4 2 0.8 8 1.0 -0.40 -0.30 Probablity plot indicates non-normal distribution6 1 0.3 9 1.0 -0.40 -0.189 1 0.3 10 1.2 -0.27 -0.062 1 0.3 11 1.4 -0.14 0.063 1 0.3 12 1.4 -0.14 0.188 1 0.3 13 1.4 -0.14 0.3010 1 0.3 14 1.5 -0.07 0.431 1 0.3 15 1.6 0.00 0.574 1 0.3 16 2.4 0.52 0.717 1 0.3 17 2.9 0.84 0.885 1 0.3 18 3.1 0.97 1.072 2 0.6 19 3.4 1.17 1.316 2 0.5 20 6.9 3.45 1.67
Non-detects (%) 5 25 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 20Mean, X bar (mg/kg) 1.61Standard deviation, s 1.54Square root of n, vn 4.47
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -0.56Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.10
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 3 2 1 1 0.25 -1.19 -1.67 Level of signif. 0.054 2 0.8 2 0.25 -1.19 -1.31 Tcrit for n=18 20 2.557
5 2 0.8 3 0.25 -1.19 -1.07 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 0.25 -1.19 -0.88 x20= 2.3 T20= 1.679924 no no no9 2 0.8 5 0.25 -1.19 -0.71 x19= 2.1 T19= 1.399937 no no no10 2 0.8 6 0.25 -1.19 -0.574 1 0.3 7 0.6 -0.70 -0.43 Normality Test5 1 0.3 8 0.7 -0.56 -0.30 Probablity plot indicates non-normal distribution6 1 0.3 9 0.8 -0.42 -0.183 1 0.3 10 1.0 -0.14 -0.067 1 0.3 11 1.1 0.00 0.062 1 0.3 12 1.4 0.42 0.188 1 0.3 13 1.4 0.42 0.301 2 0.7 14 1.5 0.56 0.436 2 0.7 15 1.8 0.98 0.571 1 0.3 16 1.9 1.12 0.71
SMS7 1 0.2 17 1.9 1.12 0.889 1 0.3 18 2.0 1.26 1.07
SMS7 2 0.6 19 2.1 1.40 1.3110 1 0.3 20 2.3 1.68 1.67
Non-detects (%) 6 30 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 20Mean, X bar (mg/kg) 1.10Standard deviation, s 0.71Square root of n, vn 4.47
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -4.38Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 4.36 k0<kcrit? Yes - can reject H0
Therefore a1= 0.05 UCL0.95 1.80
p1= 0.95p1= 95% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 3 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.8 1 0.25 -0.73 -1.71 Level of signif. 0.052 2 0.8 2 0.25 -0.73 -1.36 Tcrit for n=18 22 2.603
3 2 0.9 3 0.25 -0.73 -1.12 Tn Tn>Tcrit? Outlier removed?4 2 0.9 4 0.25 -0.73 -0.94 x22= 5.6 T22= 3.234332 yes yes no6 2 0.8 5 0.25 -0.73 -0.78 x21= 3.5 T21= 1.67862 no no no8 2 0.9 6 0.25 -0.73 -0.649 2 0.8 7 0.25 -0.73 -0.51 Normality Test10 2 0.8 8 0.25 -0.73 -0.39 Probablity plot indicates non-normal distribution
Jacobs3 3 1 9 0.25 -0.73 -0.285 1 0.3 10 0.7 -0.40 -0.167 1 0.3 11 0.7 -0.40 -0.056 1 0.3 12 0.8 -0.32 0.054 1 0.3 13 0.9 -0.25 0.163 1 0.3 14 1.0 -0.17 0.289 1 0.3 15 1.2 -0.03 0.391 1 0.3 16 1.3 0.05 0.518 1 0.3 17 1.7 0.35 0.6410 1 0.3 18 2.0 0.57 0.78
Jacobs1 1 0.2 19 2.1 0.64 0.942 1 0.3 20 3.4 1.60 1.12
Jacobs2 2 0.4 21 3.5 1.68 1.365 2 0.8 22 5.6 3.23 1.71
Non-detects (%) 9 41 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 22Mean, X bar (mg/kg) 1.23Standard deviation, s 1.35Square root of n, vn 4.69
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -1.97Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.49
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.7 1 0.25 -0.76 -1.64 Level of signif. 0.054 1 0.3 2 0.25 -0.76 -1.28 Tcrit for n=18 19 2.531
4 2 0.7 3 0.25 -0.76 -1.04 Tn Tn>Tcrit? Outlier removed?5 2 0.7 4 0.25 -0.76 -0.84 x19= 4.7 T19= 1.885781 no no no6 2 0.7 5 0.25 -0.76 -0.67 x18= 4.4 T18= 1.707227 no no no7 2 0.7 6 0.25 -0.76 -0.528 1 0.3 7 0.25 -0.76 -0.39 Normality Test8 2 0.7 8 0.25 -0.76 -0.25 Probablity plot indicates non-normal distribution9 2 0.7 9 0.25 -0.76 -0.1310 2 0.7 10 0.25 -0.76 0.001 2 0.8 11 0.7 -0.49 0.133 1 0.3 12 0.9 -0.38 0.256 1 0.3 13 1.7 0.10 0.397 1 0.3 14 2.5 0.58 0.521 1 0.3 15 3.8 1.35 0.672 1 0.3 16 3.8 1.35 0.845 1 0.3 17 4.1 1.53 1.0410 1 0.3 18 4.4 1.71 1.289 1 0.3 19 4.7 1.89 1.64
Non-detects (%) 10 53 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 19Mean, X bar (mg/kg) 1.53Standard deviation, s 1.68Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -0.70Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.21
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.8 1 0.25 -0.78 -1.75 Level of signif. 0.053 2 0.8 2 0.25 -0.78 -1.41 Tcrit for n=18 24 2.644
5 1 0.3 3 0.25 -0.78 -1.17 Tn Tn>Tcrit? Outlier removed?5 2 0.8 4 0.25 -0.78 -0.99 x24= 4.9 T24= 2.607415 no no no6 1 0.3 5 0.25 -0.78 -0.84 x23= 3.7 T23= 1.732708 no no no7 2 0.5 6 0.25 -0.78 -0.718 2 0.8 7 0.25 -0.78 -0.58 Normality Test9 2 0.8 8 0.25 -0.78 -0.47 Probablity plot indicates non-normal distribution10 2 0.8 9 0.25 -0.78 -0.364 2 0.8 10 0.6 -0.53 -0.257 1 0.3 11 0.7 -0.45 -0.15
SMS6 1 0.2 12 0.8 -0.38 -0.05SMS6 2 0.6 13 0.8 -0.38 0.05
8 1 0.3 14 0.9 -0.31 0.156 2 0.8 15 1.0 -0.24 0.253 1 0.3 16 1.1 -0.16 0.36
Jacobs 9 3 1 17 1.1 -0.16 0.474 1 0.3 18 1.4 0.06 0.58
Jacobs 8 2 0.35 19 2.1 0.57 0.711 1 0.3 20 3.2 1.37 0.849 1 0.3 21 3.5 1.59 0.9910 1 0.3 22 3.7 1.73 1.17
Jacobs 7 1 0.2 23 3.7 1.73 1.412 1 0.3 24 4.9 2.61 1.75
Non-detects (%) 9 38 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 24Mean, X bar (mg/kg) 1.32Standard deviation, s 1.37Square root of n, vn 4.90
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -1.70Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.54
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.8 1 0.25 -0.67 -1.69 Level of signif. 0.053 2 0.7 2 0.25 -0.67 -1.34 Tcrit for n=18 21 2.531
8 2 0.8 3 0.25 -0.67 -1.10 Tn Tn>Tcrit? Outlier removed?10 2 0.7 4 0.25 -0.67 -0.91 x21= 13.2 T21= 3.716862 yes yes no6 2 0.7 5 0.6 -0.55 -0.75 x20= 6.7 T20= 1.513859 no no no9 2 0.7 6 0.6 -0.55 -0.603 1 0.3 7 0.8 -0.49 -0.47 Normality Test1 1 0.3 8 0.9 -0.45 -0.35 Probablity plot indicates non-normal distribution
SMS4 1 0.2 9 0.9 -0.45 -0.232 1 0.3 10 1.0 -0.42 -0.114 1 0.3 11 1.0 -0.42 0.005 2 0.8 12 1.0 -0.42 0.115 1 0.3 13 1.4 -0.28 0.238 1 0.3 14 1.7 -0.18 0.359 1 0.3 15 1.7 -0.18 0.477 1 0.3 16 2.5 0.09 0.606 1 0.3 17 3.2 0.33 0.751 2 0.6 18 4.1 0.63 0.91
SMS4 2 0.6 19 4.6 0.80 1.104 2 0.8 20 6.7 1.51 1.347 2 0.7 21 13.2 3.72 1.69
Non-detects (%) 4 19 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 21Mean, X bar (mg/kg) 2.23Standard deviation, s 2.95Square root of n, vn 4.58
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentrations therefore H0 cannot be rejected.
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 7 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.8 1 0.25 -0.69 -1.71 Level of signif. 0.053 2 0.7 2 0.25 -0.69 -1.36 Tcrit for n=18 22 2.531
7 2 0.7 3 0.25 -0.69 -1.12 Tn Tn>Tcrit? Outlier removed?9 2 0.7 4 0.25 -0.69 -0.94 x22= 6.3 T22= 4.07986 yes yes no10 2 0.7 5 0.25 -0.69 -0.78 x21= 2.3 T21= 0.924682 no no no
Jacobs tp2 3 1 6 0.25 -0.69 -0.645 2 0.7 7 0.6 -0.42 -0.51 Normality Test6 2 0.7 8 0.6 -0.42 -0.39 Probablity plot indicates non-normal distribution2 2 0.8 9 0.7 -0.34 -0.284 2 0.6 10 0.8 -0.26 -0.16
Jacobs tp2 2 0.3 11 0.82 -0.24 -0.057 1 0.3 12 0.9 -0.18 0.058 1 0.3 13 0.9 -0.18 0.16
Jacobs tp2 1 0.18 14 0.99 -0.11 0.282 1 0.3 15 1.0 -0.10 0.395 1 0.1 16 1.0 -0.10 0.516 1 0.3 17 1.0 -0.10 0.649 1 0.3 18 1.6 0.37 0.784 1 0.3 19 1.7 0.45 0.943 1 0.3 20 2.1 0.77 1.1210 1 0.3 21 2.3 0.92 1.368 2 0.6 22 6.3 4.08 1.71
Non-detects (%) 5 23 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 22Mean, X bar (mg/kg) 1.13Standard deviation, s 1.27Square root of n, vn 4.69
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -2.49Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.31
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.8 1 0.25 -1.08 -1.69 Level of signif. 0.052 2 0.8 2 0.25 -1.08 -1.34 Tcrit for n=18 21 2.531
4 1 0.3 3 0.25 -1.08 -1.10 Tn Tn>Tcrit? Outlier removed?4 2 0.8 4 0.25 -1.08 -0.91 x21= 1.8 T21= 2.859713 yes yes no5 2 0.8 5 0.25 -1.08 -0.75 x20= 1.4 T20= 1.841849 no no no8 2 0.8 6 0.25 -1.08 -0.6010 2 0.8 7 0.5 -0.45 -0.47 Normality Test6 1 0.3 8 0.6 -0.19 -0.35 Probablity plot indicates non-normal distribution7 1 0.3 9 0.6 -0.19 -0.237 2 0.8 10 0.6 -0.19 -0.11
SMS5 1 0.2 11 0.6 -0.19 0.003 1 0.3 12 0.7 0.06 0.115 1 0.3 13 0.7 0.06 0.239 1 0.3 14 0.7 0.06 0.352 1 0.3 15 0.8 0.32 0.478 1 0.3 16 0.8 0.32 0.6010 1 0.3 17 0.9 0.57 0.75
SMS5 2 0.6 18 0.9 0.57 0.911 1 0.3 19 1.1 1.08 1.103 2 0.8 20 1.4 1.84 1.346 2 0.8 21 1.8 2.86 1.69
Non-detects (%) 6 29 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 21Mean, X bar (mg/kg) 0.68Standard deviation, s 0.39Square root of n, vn 4.58
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -13.10Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 1.05
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.8 1 0.25 -0.36 -1.64 Level of signif. 0.053 2 0.8 2 0.25 -0.36 -1.28 Tcrit for n=18 19 2.531
4 2 0.8 3 0.25 -0.36 -1.04 Tn Tn>Tcrit? Outlier removed?8 1 0.3 4 0.25 -0.36 -0.84 x19= 17.3 T19= 4.223181 yes yes no9 2 0.8 5 0.25 -0.36 -0.67 x18= 1.3 T18= 1.587383 no no no1 2 0.8 6 0.5 -0.29 -0.525 2 0.7 7 0.6 -0.27 -0.39 Normality Test7 1 0.3 8 0.6 -0.27 -0.25 Probablity plot indicates non-normal distribution6 2 0.8 9 0.7 -0.24 -0.133 1 0.3 10 0.8 -0.21 0.004 1 0.3 11 0.8 -0.21 0.135 1 0.3 12 0.8 -0.21 0.257 2 0.8 13 0.9 -0.19 0.399 1 0.3 14 1.1 -0.13 0.522 1 0.3 15 1.2 -0.11 0.678 2 0.8 16 1.2 -0.11 0.8410 2 0.8 17 1.2 -0.11 1.0410 1 0.3 18 1.3 -0.08 1.281 1 0.2 19 17.3 4.22 1.64
Non-detects (%) 5 26 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 19Mean, X bar (mg/kg) 1.59Standard deviation, s 3.72Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -0.24Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 5.31
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.5 1 0.25 -0.65 -1.69 Level of signif. 0.052 1 0.3 2 0.25 -0.65 -1.34 Tcrit for n=18 21 2.531
3 1 0.3 3 0.25 -0.65 -1.10 Tn Tn>Tcrit? Outlier removed?5 2 0.5 4 0.25 -0.65 -0.91 x21= 4.6 T21= 3.292368 yes yes no6 2 0.6 5 0.25 -0.65 -0.75 x20= 3.5 T20= 2.294288 no no no9 1 0.3 6 0.25 -0.65 -0.604 2 0.5 7 0.5 -0.43 -0.47 Normality Test8 1 0.3 8 0.5 -0.43 -0.35 Probablity plot indicates non-normal distribution5 1 0.3 9 0.6 -0.34 -0.236 1 0.3 10 0.6 -0.34 -0.117 1 0.3 11 0.6 -0.34 0.0010 1 0.3 12 0.6 -0.34 0.117 2 0.8 13 0.7 -0.25 0.23
SMS3 0.2 14 0.7 -0.25 0.35SMS3 0.6 15 0.7 -0.25 0.47
1 1 0.3 16 0.8 -0.16 0.608 2 0.8 17 1.1 0.12 0.752 2 0.4 18 1.2 0.21 0.9110 2 0.7 19 2.2 1.11 1.103 2 0.6 20 3.5 2.29 1.349 2 0.7 21 4.6 3.29 1.69
Non-detects (%) 6 29 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 21Mean, X bar (mg/kg) 0.97Standard deviation, s 1.10Square root of n, vn 4.58
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -3.45Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.02
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-1.50
-1.00
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0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.8 1 0.25 -1.40 -1.53 Level of signif. 0.053 2 0.8 2 0.25 -1.40 -1.15 Tcrit for n=18 15 2.372
2 1 0.3 3 0.6 -0.56 -0.89 Tn Tn>Tcrit? Outlier removed?5 1 0.3 4 0.6 -0.56 -0.67 x15= 2 T15= 3.049284 yes yes no4 1 0.3 5 0.7 -0.32 -0.49 x14= 1 T14= 0.176763 no no no6 2 6 0.7 -0.32 -0.321 1 0.3 7 0.8 -0.08 -0.16 Normality Test5 2 0.8 8 0.8 -0.08 0.00 Probablity plot indicates non-normal distribution7 1 9 0.8 -0.08 0.16
sms8 0.6 10 0.8 -0.08 0.323 1 0.3 11 1.0 0.40 0.497 2 12 1.0 0.40 0.67
SMS8 2 0.2 13 1 0.40 0.894 2 0.8 14 1.1 0.64 1.151 2 0.8 15 2.1 3.05 1.53
Non-detects (%) 2 15 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 15Mean, X bar (mg/kg) 0.83Standard deviation, s 0.42Square root of n, vn 3.87
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -9.01Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 1.30
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
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-1.50
-1.00
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1.00
1.50
2.00
2.50
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Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 Contaminant: Cadmium
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 1 0.3 1 0.25 -1.06 -1.64 Level of signif. 0.055 2 0.8 2 0.25 -1.06 -1.28 Tcrit for n=18 19 2.531
7 2 0.8 3 0.25 -1.06 -1.04 Tn Tn>Tcrit? Outlier removed?9 2 0.5 4 0.25 -1.06 -0.84 x19= 1.9 T19= 2.410648 yes yes no10 1 0.3 5 0.25 -1.06 -0.67 x18= 1.7 T18= 1.989477 no no no9 1 0.3 6 0.5 -0.54 -0.521 1 0.3 7 0.6 -0.33 -0.39 Normality Test2 1 0.3 8 0.6 -0.33 -0.25 Probablity plot indicates non-normal distribution6 1 0.3 9 0.6 -0.33 -0.133 1 0.3 10 0.7 -0.12 0.004 1 0.3 11 0.7 -0.12 0.137 1 0.3 12 0.7 -0.12 0.258 1 0.3 13 0.7 -0.12 0.398 2 0.8 14 0.8 0.09 0.524 2 0.8 15 1.1 0.73 0.6710 2 0.8 16 1.1 0.73 0.841 2 0.8 17 1.4 1.36 1.043 2 0.8 18 1.7 1.99 1.286 2 0.8 19 1.9 2.41 1.64
Non-detects (%) 5 26 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 19Mean, X bar (mg/kg) 0.76Standard deviation, s 0.47Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -9.59Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 1.23
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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-1.00
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2.50
3.00
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1.50
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Site Name: Bassetsbury Allotments Plot 1 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 2 1 0.25 -0.58 -1.34 Level of signif. 0.057 2 2 0.25 -0.58 -0.91 Tcrit for n=18 10 2.176
8 2 3 0.25 -0.58 -0.60 Tn Tn>Tcrit? Outlier removed?9 2 4 0.25 -0.58 -0.35 x10= 6.9 T10= 2.683493 Yes yes no10 2 5 0.25 -0.58 -0.11 x9= 3.4 T9= 0.968018 no no no1 2 6 0.8 -0.31 0.113 2 7 0.9 -0.26 0.35 Normality Test4 2 8 1.0 -0.21 0.60 Probablity plot indicates non-normal distribution2 2 9 3.4 0.97 0.916 2 10 6.9 2.68 1.34
Non-detects (%) 5 50 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 1.43Standard deviation, s 2.04Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -0.58Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 4.24
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-1.50
-1.00
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0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 3 2 1 1 0.25 -0.69 -1.28 Level of signif. 0.054 2 0.8 2 0.25 -0.69 -0.84 Tcrit for n=18 9 2.11
5 2 0.8 3 0.25 -0.69 -0.52 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 0.25 -0.69 -0.25 x9= 2.1 T9= 1.791544 no no no9 2 0.8 5 0.25 -0.69 0.00 x8= 1.8 T8= 1.388446 no no no10 2 0.8 6 0.25 -0.69 0.251 2 0.7 7 1.5 0.99 0.52 Normality Test6 2 0.7 8 1.8 1.39 0.84 Probablity plot indicates non-normal distribution
SMS7 2 0.6 9 2.1 1.79 1.28
Non-detects (%) 6 67 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 9Mean, X bar (mg/kg) 0.77Standard deviation, s 0.74Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -4.17Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 1.85
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 3 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test Jacobs3 3 1 1 0.25 -0.46 -1.38 Level of signif. 0.05
1 2 0.8 2 0.25 -0.46 -0.97 Tcrit for n=18 11 2.234
2 2 0.8 3 0.25 -0.46 -0.67 Tn Tn>Tcrit? Outlier removed?3 2 0.9 4 0.25 -0.46 -0.43 x11= 5.6 T11= 2.659233 yes yes no4 2 0.9 5 0.25 -0.46 -0.21 x10= 3.5 T10= 1.436779 no no no6 2 0.8 6 0.25 -0.46 0.008 2 0.9 7 0.25 -0.46 0.21 Normality Test9 2 0.8 8 0.25 -0.46 0.43 Probablity plot indicates non-normal distribution10 2 0.8 9 0.25 -0.46 0.67
Jacobs2 2 0.4 10 3.5 1.44 0.975 2 0.8 11 5.6 2.66 1.38
Non-detects (%) 9 82 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 11Mean, X bar (mg/kg) 1.03Standard deviation, s 1.72Square root of n, vn 3.32
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -1.48Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.29
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-1.00
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0.00
0.50
1.00
1.50
2.00
2.50
3.00
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Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.7 1 0.25 -0.35 -1.28 Level of signif. 0.054 2 0.7 2 0.25 -0.35 -0.84 Tcrit for n=18 9 2.11
5 2 0.7 3 0.25 -0.35 -0.52 Tn Tn>Tcrit? Outlier removed?6 2 0.7 4 0.25 -0.35 -0.25 x9= 0.7 T9= 2.828427 yes yes no7 2 0.7 5 0.25 -0.35 0.00 x8= 0.3 T8= -0.353553 no no no8 2 0.7 6 0.25 -0.35 0.259 2 0.7 7 0.25 -0.35 0.52 Normality Test10 2 0.7 8 0.25 -0.35 0.84 Probablity plot indicates non-normal distribution1 2 0.8 9 0.7 2.83 1.28
Non-detects (%) 8 89 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 9Mean, X bar (mg/kg) 0.30Standard deviation, s 0.14Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -31.82Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 0.51
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.8 1 0.25 -0.67 -1.75 Level of signif. 0.053 2 0.8 2 0.25 -0.67 -1.41 Tcrit for n=18 12 2.644
5 2 0.8 3 0.25 -0.67 -1.17 Tn Tn>Tcrit? Outlier removed?7 2 0.5 4 0.25 -0.67 -0.99 x12= 2.1 T12= 2.732685 yes yes no8 2 0.8 5 0.25 -0.67 -0.84 x11= 1.1 T11= 0.895586 no no no9 2 0.8 6 0.25 -0.67 -0.7110 2 0.8 7 0.25 -0.67 -0.58 Normality Test4 2 0.8 8 0.6 -0.02 -0.47 Probablity plot indicates non-normal distribution
SMS6 2 0.6 9 0.8 0.34 -0.366 2 0.8 10 1.0 0.71 -0.25
Jacobs 9 3 1 11 1.1 0.90 -0.15Jacobs 8 2 0.35 12 2.1 2.73 -0.05
Non-detects (%) 9 38 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 24Mean, X bar (mg/kg) 0.61Standard deviation, s 0.54Square root of n, vn 4.90
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -10.69Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 1.10
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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-1.50
-1.00
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0.00
0.50
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1.50
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Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.8 1 0.25 -0.68 -1.38 Level of signif. 0.053 2 0.7 2 0.25 -0.68 -0.97 Tcrit for n=18 11 2.234
8 2 0.8 3 0.25 -0.68 -0.67 Tn Tn>Tcrit? Outlier removed?10 2 0.7 4 0.25 -0.68 -0.43 x11= 13.2 T11= 2.644708 yes yes no6 2 0.7 5 0.6 -0.59 -0.21 x10= 6.7 T10= 0.977189 no no no9 2 0.7 6 0.6 -0.59 0.005 2 0.8 7 1.0 -0.49 0.21 Normality Test1 2 0.6 8 4.1 0.31 0.43 Probablity plot indicates non-normal distribution
SMS4 2 0.6 9 4.6 0.44 0.674 2 0.8 10 6.7 0.98 0.977 2 0.7 11 13.2 2.64 1.38
Non-detects (%) 4 36 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 11Mean, X bar (mg/kg) 2.89Standard deviation, s 3.90Square root of n, vn 3.32
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
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Site Name: Bassetsbury Allotments Plot 7 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test Jacobs tp2 3 1 1 0.25 -0.43 -1.43 Level of signif. 0.05
1 2 0.8 2 0.25 -0.43 -1.02 Tcrit for n=18 12 2.644
3 2 0.7 3 0.25 -0.43 -0.74 Tn Tn>Tcrit? Outlier removed?7 2 0.7 4 0.25 -0.43 -0.50 x12= 6.3 T12= 3.284956 yes yes no9 2 0.7 5 0.25 -0.43 -0.29 x11= 0.8 T11= -0.075634 no no no10 2 0.7 6 0.25 -0.43 -0.105 2 0.7 7 0.6 -0.21 0.10 Normality Test6 2 0.7 8 0.6 -0.21 0.29 Probablity plot indicates non-normal distribution2 2 0.8 9 0.7 -0.15 0.504 2 0.6 10 0.8 -0.09 0.74
Jacobs tp2 2 0.3 11 0.82 -0.08 1.028 2 0.6 12 6.3 3.28 1.43
Non-detects (%) 6 50 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 12Mean, X bar (mg/kg) 0.94Standard deviation, s 1.63Square root of n, vn 3.46
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -1.82Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.00
-2.00
-1.50
-1.00
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0.00
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1.00
1.50
2.00
2.50
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Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.8 1 0.25 -0.75 -1.34 Level of signif. 0.052 2 0.8 2 0.25 -0.75 -0.91 Tcrit for n=18 10 2.176
4 2 0.8 3 0.25 -0.75 -0.60 Tn Tn>Tcrit? Outlier removed?5 2 0.8 4 0.25 -0.75 -0.35 x10= 1.8 T10= 2.193642 yes yes no8 2 0.8 5 0.25 -0.75 -0.11 x9= 1.4 T9= 1.433939 no no no10 2 0.8 6 0.5 -0.28 0.117 2 0.8 7 0.6 -0.09 0.35 Normality Test
SMS5 2 0.6 8 0.9 0.48 0.60 Probablity plot indicates non-normal distribution3 2 0.8 9 1.4 1.43 0.916 2 0.8 10 1.8 2.19 1.34
Non-detects (%) 5 50 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 0.65Standard deviation, s 0.53Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -6.94Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 7.00 k0<kcrit? Yes - can reject H0
Therefore a1= 0.02 UCL0.95 1.37
p1= 0.98p1= 98% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.8 1 0.25 -0.99 -1.34 Level of signif. 0.053 2 0.8 2 0.25 -0.99 -0.91 Tcrit for n=18 10 2.176
4 2 0.8 3 0.25 -0.99 -0.60 Tn Tn>Tcrit? Outlier removed?9 2 0.8 4 0.25 -0.99 -0.35 x10= 1.2 T10= 1.624537 no no no1 2 0.8 5 0.5 -0.30 -0.11 x9= 1.2 T9= 1.054088 no no no5 2 0.7 6 0.6 -0.03 0.116 2 0.8 7 0.7 0.25 0.35 Normality Test7 2 0.8 8 0.9 0.80 0.60 Probablity plot indicates non-normal distribution8 2 0.8 9 1.2 1.62 0.9110 2 0.8 10 1.2 1.62 1.34
Non-detects (%) 4 40 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 0.61Standard deviation, s 0.36Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -10.36Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 1.11
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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1.50
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Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 1 2 0.5 1 0.25 -0.82 -1.38 Level of signif. 0.055 2 0.5 2 0.25 -0.82 -0.97 Tcrit for n=18 11 2.234
6 2 0.6 3 0.25 -0.82 -0.67 Tn Tn>Tcrit? Outlier removed?4 2 0.5 4 0.5 -0.64 -0.43 x11= 4.6 T11= 2.316203 yes yes no7 2 0.8 5 0.7 -0.49 -0.21 x10= 3.5 T10= 1.523387 no no no
SMS3 2 0.6 6 0.7 -0.49 0.008 2 0.8 7 1.1 -0.21 0.21 Normality Test2 2 0.4 8 1.2 -0.13 0.43 Probablity plot indicates non-normal distribution10 2 0.7 9 2.2 0.59 0.673 2 0.6 10 3.5 1.52 0.979 2 0.7 11 4.6 2.32 1.38
Non-detects (%) 3 27 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 11Mean, X bar (mg/kg) 1.39Standard deviation, s 1.39Square root of n, vn 3.32
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -0.99Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 3.21
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1.50
2.00
2.50
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Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.8 1 0.25 -1.19 -1.22 Level of signif. 0.053 2 0.8 2 0.25 -1.19 -0.76 Tcrit for n=18 8 2.032
6 2 3 0.7 -0.37 -0.43 Tn Tn>Tcrit? Outlier removed?5 2 0.8 4 0.8 -0.18 -0.14 x8= 2 T8= 2.193176 yes yes no7 2 5 1.0 0.18 0.14 x7= 1 T7= 0.195461 no no no
SMS8 2 0.2 6 1 0.18 0.434 2 0.8 7 1.1 0.37 0.76 Normality Test1 2 0.8 8 2.1 2.19 1.22 Probablity plot indicates non-normal distribution
Non-detects (%) 2 25 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 8Mean, X bar (mg/kg) 0.90Standard deviation, s 0.55Square root of n, vn 2.83
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -4.65Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 4.90 k0<kcrit? Yes - can reject H0
Therefore a1= 0.04 UCL0.95 1.74
p1= 0.96p1= 96% therefore H0 can be rejected with high degree of confidence
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-1.00
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Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 Contaminant: Cadmium - deep
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 2 0.8 1 0.25 -1.21 -1.28 Level of signif. 0.057 2 0.8 2 0.25 -1.21 -0.84 Tcrit for n=18 9 2.11
9 2 0.5 3 0.25 -1.21 -0.52 Tn Tn>Tcrit? Outlier removed?8 2 0.8 4 0.8 -0.29 -0.25 x9= 1.9 T9= 1.555796 no no no4 2 0.8 5 1.1 0.21 0.00 x8= 1.7 T8= 1.220415 no no no10 2 0.8 6 1.1 0.21 0.251 2 0.8 7 1.4 0.72 0.52 Normality Test3 2 0.8 8 1.7 1.22 0.84 Probablity plot indicates non-normal distribution6 2 0.8 9 1.9 1.56 1.28
Non-detects (%) 3 33 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 9Mean, X bar (mg/kg) 0.97Standard deviation, s 0.60Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -4.16Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 1.84
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 1 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 6 1 1 1.0 -1.13 -1.34 Level of signif. 0.059 1 2 1.2 -0.85 -0.91 Tcrit for n=18 10 2.176
2 1 3 1.4 -0.56 -0.60 Tn Tn>Tcrit? Outlier removed?3 1 4 1.4 -0.56 -0.35 x10= 3.1 T10= 1.877377 no no no8 1 5 1.4 -0.56 -0.11 x9= 2.9 T9= 1.590754 no no no10 1 6 1.5 -0.42 0.111 1 7 1.6 -0.27 0.35 Normality Test4 1 8 2.4 0.87 0.60 Probablity plot indicates approximately normal distribution7 1 9 2.9 1.59 0.915 1 10 3.1 1.88 1.34
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 1.79Standard deviation, s 0.70Square root of n, vn 3.16
Theorem Applied: One-sample t-testNull Hypothesis: True mean is equal to or greater than the critical concentration t0 -0.05Alternative Hypothesis: True mean is less than the critical concentration t(n-1,0.95) 1.833
-1.833t0<-t(n-1,0.95)? No - cannot reject H0
UCL0.95 2.19
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 4 1 0.3 1 0.6 -1.39 -1.38 Level of signif. 0.055 1 0.3 2 0.7 -1.21 -0.97 Tcrit for n=18 11 2.234
6 1 0.3 3 0.8 -1.03 -0.67 Tn Tn>Tcrit? Outlier removed?3 1 0.3 4 1.0 -0.67 -0.43 x11= 2.3 T11= 1.667433 no no no7 1 0.3 5 1.1 -0.49 -0.21 x10= 2.0 T10= 1.127969 no no no2 1 0.3 6 1.4 0.05 0.008 1 0.3 7 1.4 0.05 0.21 Normality Test1 1 0.3 8 1.9 0.95 0.43 Probablity plot indicates approximately normal distribution
SMS7 1 0.2 9 1.9 0.95 0.679 1 0.3 10 2.0 1.13 0.9710 1 0.3 11 2.3 1.67 1.38
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 11Mean, X bar (mg/kg) 1.37Standard deviation, s 0.56Square root of n, vn 3.32
Theorem Applied: One-sample t-testNull Hypothesis: True mean is equal to or greater than the critical concentration t0 -2.55Alternative Hypothesis: True mean is less than the critical concentration t(n-1,0.95) 1.812Level of Evidence against Null Hypothesis -1.812
tp= 2.76 t0<-t(n-1,0.95)? Yes - can reject H0
Therefore p1= 0.99 UCL0.95 1.68
p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00
Site Name: Bassetsbury Allotments Plot 3 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 1 0.3 1 0.7 -0.94 -1.38 Level of signif. 0.057 1 0.3 2 0.7 -0.94 -0.97 Tcrit for n=18 11 2.234
6 1 0.3 3 0.8 -0.81 -0.67 Tn Tn>Tcrit? Outlier removed?4 1 0.3 4 0.9 -0.69 -0.43 x11= 3.4 T11= 2.511288 yes yes no3 1 0.3 5 1.0 -0.56 -0.21 x10= 2.1 T10= 0.848722 no no no9 1 0.3 6 1.2 -0.30 0.001 1 0.3 7 1.3 -0.17 0.21 Normality Test8 1 0.3 8 1.7 0.34 0.43 Probablity plot indicates non-normal distribution10 1 0.3 9 2.0 0.72 0.67
Jacobs1 1 0.2 10 2.1 0.85 0.972 1 0.3 11 3.4 2.51 1.38
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 11Mean, X bar (mg/kg) 1.44Standard deviation, s 0.78Square root of n, vn 3.32
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -1.54Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.46
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 4 1 0.3 1 0.25 -1.44 -1.34 Level of signif. 0.058 1 0.3 2 0.25 -1.44 -0.91 Tcrit for n=18 10 2.176
3 1 0.3 3 0.9 -1.05 -0.60 Tn Tn>Tcrit? Outlier removed?6 1 0.3 4 1.7 -0.57 -0.35 x10= 4.7 T10= 1.241798 no no no7 1 0.3 5 2.5 -0.08 -0.11 x9= 4.4 T9= 1.060953 no no no1 1 0.3 6 3.8 0.70 0.112 1 0.3 7 3.8 0.70 0.35 Normality Test5 1 0.3 8 4.1 0.88 0.60 Probablity plot indicates non-normal distribution10 1 0.3 9 4.4 1.06 0.919 1 0.3 10 4.7 1.24 1.34
Non-detects (%) 2 20 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 2.64Standard deviation, s 1.66Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 1 0.3 1 0.25 -1.14 -1.43 Level of signif. 0.056 1 0.3 2 0.25 -1.14 -1.02 Tcrit for n=18 12 2.285
7 1 0.3 3 0.7 -0.85 -0.74 Tn Tn>Tcrit? Outlier removed?SMS6 1 0.2 4 0.8 -0.79 -0.50 x12= 4.9 T12= 1.828288 no no no
8 1 0.3 5 0.9 -0.72 -0.29 x11= 3.7 T11= 1.062958 no no no3 1 0.3 6 1.1 -0.60 -0.104 1 0.3 7 1.4 -0.40 0.10 Normality Test1 1 0.3 8 3.2 0.74 0.29 Probablity plot indicates non-normal distribution9 1 0.3 9 3.5 0.94 0.5010 1 0.3 10 3.7 1.06 0.74
Jacobs 7 1 0.2 11 3.7 1.06 1.022 1 0.3 12 4.9 1.83 1.43
Non-detects (%) 2 17 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 12Mean, X bar (mg/kg) 2.03Standard deviation, s 1.57Square root of n, vn 3.46
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 3 1 0.3 1 0.8 -0.94 -1.34 Level of signif. 0.051 1 0.3 2 0.9 -0.81 -0.91 Tcrit for n=18 10 2.176
SMS4 1 0.2 3 0.9 -0.81 -0.60 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 1.0 -0.68 -0.35 x10= 3.2 T10= 2.240623 yes yes no4 1 0.3 5 1.0 -0.68 -0.11 x9= 2.5 T9= 1.312554 no no no5 1 0.3 6 1.4 -0.15 0.118 1 0.3 7 1.7 0.25 0.35 Normality Test9 1 0.3 8 1.7 0.25 0.60 Probablity plot indicates non-normal distribution7 1 0.3 9 2.5 1.31 0.916 1 0.3 10 3.2 2.24 1.34
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 1.51Standard deviation, s 0.75Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -1.22Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.55
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 7 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 7 1 0.3 1 0.9 -0.89 -1.34 Level of signif. 0.058 1 0.3 2 0.9 -0.89 -0.91 Tcrit for n=18 10 2.176
Jacobs tp2 1 0.18 3 0.99 -0.71 -0.60 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 1.0 -0.69 -0.35 x10= 2.3 T10= 1.882489 no no no5 1 0.1 5 1.0 -0.69 -0.11 x9= 2.1 T9= 1.486593 no no no6 1 0.3 6 1.0 -0.69 0.119 1 0.3 7 1.6 0.50 0.35 Normality Test4 1 0.3 8 1.7 0.69 0.60 Probablity plot indicates non-normal distribution3 1 0.3 9 2.1 1.49 0.9110 1 0.3 10 2.3 1.88 1.34
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 1.35Standard deviation, s 0.51Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -2.82Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 2.05
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 4 1 0.3 1 0.25 -2.24 -1.38 Level of signif. 0.056 1 0.3 2 0.6 -0.52 -0.97 Tcrit for n=18 11 2.234
7 1 0.3 3 0.6 -0.52 -0.67 Tn Tn>Tcrit? Outlier removed?SMS5 1 0.2 4 0.6 -0.52 -0.43 x11= 1.1 T11= 1.950261 no no no
3 1 0.3 5 0.7 -0.02 -0.21 x10= 0.9 T10= 0.963922 no no no5 1 0.3 6 0.7 -0.02 0.009 1 0.3 7 0.7 -0.02 0.21 Normality Test2 1 0.3 8 0.8 0.47 0.43 Probablity plot indicates non-normal distribution8 1 0.3 9 0.8 0.47 0.6710 1 0.3 10 0.9 0.96 0.971 1 0.3 11 1.1 1.95 1.38
Non-detects (%) 1 9 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 11Mean, X bar (mg/kg) 0.70Standard deviation, s 0.20Square root of n, vn 3.32
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -17.92Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 0.97
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-3.00 -2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 8 1 0.3 1 0.25 -0.47 -1.28 Level of signif. 0.057 1 0.3 2 0.6 -0.40 -0.84 Tcrit for n=18 9 2.11
3 1 0.3 3 0.8 -0.36 -0.52 Tn Tn>Tcrit? Outlier removed?4 1 0.3 4 0.8 -0.36 -0.25 x9= 17.3 T1= 2.823631 yes yes no5 1 0.3 5 0.8 -0.36 0.00 x8= 1.3 T8= 2.9366 no no no9 1 0.3 6 1.1 -0.31 0.252 1 0.3 7 1.2 -0.29 0.52 Normality Test10 1 0.3 8 1.3 -0.27 0.84 Probablity plot indicates non-normal distribution1 1 0.2 9 17.3 2.82 1.28
Non-detects (%) 1 11 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 9Mean, X bar (mg/kg) 2.68Standard deviation, s 5.18Square root of n, vn 3.00
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 1 0.3 1 0.25 -1.41 -1.34 Level of signif. 0.053 1 0.3 2 0.25 -1.41 -0.91 Tcrit for n=18 10 2.176
9 1 0.3 3 0.25 -1.41 -0.60 Tn Tn>Tcrit? Outlier removed?8 1 0.3 4 0.5 -0.08 -0.35 x10= 0.8 T10= 1.512091 no no no5 1 0.3 5 0.6 0.45 -0.11 x9= 0.7 T9= 0.981533 no no no6 1 0.3 6 0.6 0.45 0.117 1 0.3 7 0.6 0.45 0.35 Normality Test10 1 0.3 8 0.6 0.45 0.60 Probablity plot indicates non-normal distribution
SMS3 2 0.6 9 0.7 0.98 0.911 1 0.3 10 0.8 1.51 1.34
Non-detects (%) 3 30 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 0.52Standard deviation, s 0.19Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -21.56Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 0.77
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 1 0.3 1 0.6 -1.08 -1.07 Level of signif. 0.055 1 0.3 2 0.6 -1.08 -0.57 Tcrit for n=18 6 1.822
4 1 0.3 3 0.7 -0.36 -0.18 Tn Tn>Tcrit? Outlier removed?1 1 0.3 4 0.8 0.36 0.18 x6= 1 T6= 1.805788 no no no7 1 5 0.8 0.36 0.57 x5= 1 T5= 0.270079 no no no3 1 0.3 6 1.0 1.81 1.07
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 6Mean, X bar (mg/kg) 0.75Standard deviation, s 0.14Square root of n, vn 2.45
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -18.58Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 1.00
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 Contaminant: Cadmium - shallow
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 1 0.3 1 0.25 -1.86 -1.34 Level of signif. 0.0510 1 0.3 2 0.25 -1.86 -0.91 Tcrit for n=18 10 2.176
9 1 0.3 3 0.5 -0.36 -0.60 Tn Tn>Tcrit? Outlier removed?1 1 0.3 4 0.6 0.24 -0.35 x10= 0.7 T10= 0.838158 no no no2 1 0.3 5 0.6 0.24 -0.11 x9= 0.7 T9= 0.838158 no no no6 1 0.3 6 0.6 0.24 0.113 1 0.3 7 0.7 0.84 0.35 Normality Test4 1 0.3 8 0.7 0.84 0.60 Probablity plot indicates non-normal distribution7 1 0.3 9 0.7 0.84 0.918 1 0.3 10 0.7 0.84 1.34
Non-detects (%) 2 20 %Critical concentration, Cc (mg/kg) 1.8 EA SGV allotmentsNumber of samples, n 10Mean, X bar (mg/kg) 0.56Standard deviation, s 0.17Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -23.48Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 0.79
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 9 2 0.7 1 7 -0.71 -1.64 Level of signif. 0.058 2 0.7 2 9 -0.70 -1.28 Tcrit for n=18 19 2.531
10 2 0.7 3 11 -0.69 -1.04 Tn Tn>Tcrit? Outlier removed?7 2 0.7 4 14 -0.67 -0.84 x19= 582.0 T19= 2.558 yes yes no4 1 0.3 5 20 -0.64 -0.67 x18= 497.0 T18= 2.075 no no no8 1 0.3 6 37 -0.54 -0.522 2 0.7 7 38 -0.53 -0.39 Normality Test5 2 0.7 8 38 -0.53 -0.25 Probablity plot indicates non-normal distribution6 2 0.7 9 38 -0.53 -0.136 1 0.3 10 43 -0.51 0.004 2 0.7 11 56 -0.43 0.135 1 0.3 12 69 -0.36 0.253 1 0.3 13 72 -0.34 0.397 1 0.3 14 97 -0.20 0.521 2 0.8 15 125 -0.04 0.672 1 0.3 16 353 1.26 0.849 1 0.3 17 403 1.54 1.041 1 0.3 18 497 2.07 1.2810 1 0.3 19 582 2.56 1.64
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 19Mean, X bar (mg/kg) 132.05Standard deviation, s 175.91Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -9.71Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 308.01
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00 6.00
Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 8 2 0.8 1 5 -0.57 -1.75 Level of signif. 0.059 2 0.8 2 11 -0.55 -1.41 Tcrit for n=18 24 2.531
1 2 0.8 3 16 -0.53 -1.17 Tn Tn>Tcrit? Outlier removed?10 2 0.8 4 17 -0.52 -0.99 x24= 1110.0 T24= 3.748 yes yes no5 2 0.8 5 20 -0.51 -0.84 x23= 777.0 T23= 2.446 no no no3 2 0.8 6 25 -0.49 -0.716 1 0.3 7 25 -0.49 -0.58 Normality Test5 1 0.3 8 28 -0.48 -0.47 Probablity plot indicates non-normal distribution
SMS6 2 0.6 9 31 -0.47 -0.367 2 0.5 10 44 -0.42 -0.257 1 0.3 11 49 -0.40 -0.15
Jacobs tp7 3 1 12 52 -0.39 -0.05SMS6 1 0.2 13 56 -0.37 0.05
4 1 0.3 14 65 -0.34 0.154 2 0.8 15 74 -0.30 0.253 1 0.3 16 83 -0.27 0.368 1 0.3 17 88 -0.25 0.47
Jacobs tp7 2 0.35 18 140 -0.04 0.586 2 0.8 19 155 0.01 0.719 1 0.3 20 192 0.16 0.84
Jacobs tp7 1 0.2 21 240 0.35 0.991 1 0.3 22 327 0.69 1.1710 1 0.3 23 777 2.45 1.412 1 0.3 24 1110 3.75 1.75
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 24Mean, X bar (mg/kg) 151.25Standard deviation, s 255.80Square root of n, vn 4.90Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -7.14
Level of Evidence against Null Hypothesis k0.05 4.36k1= 5.69 kcrit -4.36
Therefore a1= 0.03 k0<kcrit? Yes - can reject H0
p1= 0.97 UCL0.95 378.91p1= 97% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 2 2 0.8 1 16 -0.59 -1.69 Level of signif. 0.0510 2 0.7 2 18 -0.59 -1.34 Tcrit for n=18 21 2.531
8 2 0.8 3 19 -0.58 -1.10 Tn Tn>Tcrit? Outlier removed?3 2 0.7 4 36 -0.50 -0.91 x21= 1060.0 T21= 4.159 yes yes no9 2 0.7 5 44 -0.47 -0.75 x20= 328.0 T20= 0.826 no no no6 2 0.7 6 48 -0.45 -0.60
sms4 1 0.2 7 52 -0.43 -0.47 Normality Test3 1 0.3 8 66 -0.37 -0.35 Probablity plot indicates non-normal distribution2 1 0.3 9 68 -0.36 -0.235 2 0.8 10 69 -0.35 -0.114 1 0.3 11 73 -0.33 0.005 1 0.3 12 78 -0.31 0.111 1 0.3 13 81 -0.30 0.237 1 0.3 14 122 -0.11 0.359 1 0.3 15 130 -0.08 0.478 1 0.3 16 138 -0.04 0.606 1 0.3 17 154 0.03 0.751 2 0.6 18 198 0.23 0.91
sms4 2 0.6 19 280 0.61 1.104 2 0.8 20 328 0.83 1.347 2 0.7 21 1060 4.16 1.69
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 21Mean, X bar (mg/kg) 146.57Standard deviation, s 219.64Square root of n, vn 4.58
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -7.87Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 7.00 k0<kcrit? Yes - can reject H0
Therefore a1= 0.02 UCL0.95 355.54
p1= 0.98p1= 98% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 9 2 0.8 1 8 -0.54 -1.64 Level of signif. 0.052 2 0.8 2 14 -0.51 -1.28 Tcrit for n=18 19 2.531
1 2 0.8 3 15 -0.51 -1.04 Tn Tn>Tcrit? Outlier removed?3 2 0.8 4 29 -0.43 -0.84 x19= 850.0 T19= 3.806 yes yes no8 1 0.3 5 30 -0.43 -0.67 x18= 420.0 T18= 1.585 yes yes no7 1 0.3 6 47 -0.34 -0.524 1 0.3 7 48 -0.34 -0.39 Normality Test3 1 0.3 8 49 -0.33 -0.25 Probablity plot indicates non-normal distribution5 1 0.3 9 55 -0.30 -0.136 2 0.8 10 55 -0.30 0.005 2 0.7 11 57 -0.29 0.139 1 0.3 12 69 -0.23 0.257 2 0.8 13 71 -0.22 0.394 2 0.8 14 74 -0.20 0.528 2 0.8 15 76 -0.19 0.672 1 0.3 16 78 -0.18 0.8410 1 0.3 17 105 -0.04 1.041 1 0.2 18 420 1.58 1.2810 2 0.8 19 850 3.81 1.64
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 19Mean, X bar (mg/kg) 113.16Standard deviation, s 193.61Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -9.25Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 306.82
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 2 0.5 1 15 -0.34 -1.69 Level of signif. 0.053 1 0.3 2 34 -0.30 -1.34 Tcrit for n=18 21 2.531
6 2 0.6 3 35 -0.30 -1.10 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 36 -0.30 -0.91 x21= 2710.0 T21= 4.447 yes yes no
sms3 2 0.6 5 36 -0.30 -0.75 x20= 247.0 T20= 0.074 no no no9 1 0.3 6 38 -0.30 -0.608 1 0.3 7 43 -0.29 -0.47 Normality Test1 2 0.5 8 46 -0.28 -0.35 Probablity plot indicates non-normal distribution5 1 0.3 9 52 -0.27 -0.236 1 0.3 10 54 -0.27 -0.117 2 0.8 11 57 -0.26 0.007 1 0.3 12 58 -0.26 0.11
sms3 1 0.2 13 75 -0.23 0.238 2 0.8 14 81 -0.22 0.351 1 0.3 15 92 -0.20 0.474 2 0.5 16 97 -0.19 0.6010 2 0.7 17 136 -0.12 0.7510 1 0.3 18 152 -0.09 0.919 2 0.7 19 215 0.02 1.102 2 0.4 20 247 0.07 1.343 2 0.6 21 2710 4.45 1.69
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 21Mean, X bar (mg/kg) 205.19Standard deviation, s 563.22Square root of n, vn 4.58
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -2.59Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 741.06
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Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 1 0.3 1 29 -0.53 -1.53 Level of signif. 0.05
sms8 2 0.6 2 35 -0.50 -1.15 Tcrit for n=18 15 2.331
sms8 1 0.2 3 37 -0.49 -0.89 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 38 -0.48 -0.67 x15= 818 T15= 3.625 yes yes no1 1 0.3 5 43 -0.46 -0.49 x14= 173 T14= 0.227 no no no3 1 0.3 6 46 -0.44 -0.323 2 0.8 7 50 -0.42 -0.16 Normality Test4 1 0.3 8 51 -0.42 0.00 Probablity plot indicates non-normal distribution6 2 9 103 -0.14 0.167 1 10 106 -0.13 0.322 2 0.8 11 132 0.01 0.497 2 12 137 0.04 0.674 2 0.8 13 150 0.11 0.895 2 0.8 14 173 0.23 1.151 2 0.8 15 818 3.62 1.53
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 15Mean, X bar (mg/kg) 129.87Standard deviation, s 189.83Square root of n, vn 3.87
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -8.04Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 7.00 k0<kcrit? Yes - can reject H0
Therefore a1= 0.02 UCL0.95 343.57
p1= 0.98p1= 98% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 9 2 0.5 1 23 -0.73 -1.64 Level of signif. 0.057 2 0.8 2 24 -0.72 -1.28 Tcrit for n=18 19 2.531
10 1 0.3 3 41 -0.63 -1.04 Tn Tn>Tcrit? Outlier removed?6 1 0.3 4 47 -0.60 -0.84 x19= 623.0 T19= 2.549 yes yes no5 1 0.3 5 49 -0.59 -0.67 x18= 565.0 T18= 2.232 yes yes no9 1 0.3 6 49 -0.59 -0.528 1 0.3 7 54 -0.56 -0.39 Normality Test2 1 0.3 8 57 -0.54 -0.25 Probablity plot indicates non-normal distribution5 2 0.8 9 59 -0.53 -0.137 1 0.3 10 61 -0.52 0.001 1 0.3 11 64 -0.50 0.134 1 0.3 12 89 -0.37 0.253 1 0.3 13 99 -0.31 0.398 2 0.8 14 136 -0.11 0.5210 2 0.8 15 218 0.34 0.674 2 0.8 16 230 0.40 0.841 2 0.8 17 479 1.76 1.046 2 0.8 18 565 2.23 1.283 2 0.8 19 623 2.55 1.64
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 19Mean, X bar (mg/kg) 156.16Standard deviation, s 183.16Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -8.75Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 339.36
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 19 Project Number: In12885 Contaminant: Copper
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 7 2 0.8 1 2 -0.47 -1.71 Level of signif. 0.053 2 0.8 2 7 -0.45 -1.36 Tcrit for n=18 22 2.603
4 2 0.7 3 7 -0.45 -1.12 Tn Tn>Tcrit? Outlier removed?9 2 0.5 4 16 -0.40 -0.94 x22= 910.0 T22= 4.524 yes yes no8 2 0.8 5 19 -0.38 -0.78 x21= 95.0 T21= 0.039 yes yes no2 2 0.8 6 21 -0.37 -0.64
sms1 2 0.6 7 21 -0.37 -0.51 Normality Test10 2 0.8 8 33 -0.30 -0.39 Probablity plot indicates non-normal distribution
rsk3 2 0.5 9 37 -0.28 -0.281 2 0.8 10 43 -0.25 -0.163 1 0.3 11 51 -0.20 -0.057 1 0.3 12 61 -0.15 0.055 1 0.3 13 68 -0.11 0.161 1 0.3 14 69 -0.10 0.282 1 0.3 15 71 -0.09 0.396 1 0.2 16 75 -0.07 0.514 1 0.3 17 79 -0.05 0.649 1 0.3 18 79 -0.05 0.788 1 0.3 19 83 -0.03 0.9410 1 0.3 20 87 -0.01 1.126 2 0.8 21 95 0.04 1.36
sms1 1 0.2 22 910 4.52 1.71Non-detects (%) 1 5 %Critical concentration, Cc (mg/kg) 524 LQM CIEH GAC allotmentsNumber of samples, n 22Mean, X bar (mg/kg) 87.91Standard deviation, s 181.70Square root of n, vn 4.69
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentration k0 -11.26Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 256.81
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Notes - not for inclusion in print outSee Appendix B1 for test
Select appropriate value of Tcrit for n value from Table B1
Do probability plot without outliers if necessary and decide which to use…..If plot is non-normal does this matter - do we have enough data to determien this - what does
Table A2, Appendix A
Table A2 find k1, the value of k closest to -k0
Site Name: Bassetsbury Allotments Plot 1 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 10 2 1 8 -0.82 -1.67 Level of signif. 0.057 2 2 16 -0.75 -1.31 Tcrit for n=18 20 2.557
4 2 3 17 -0.74 -1.07 Tn Tn>Tcrit? Outlier removed?9 2 4 18 -0.73 -0.88 x20= 561.0 T20= 3.780 yes yes no8 2 5 28 -0.65 -0.71 x19= 248.0 T19= 1.179 no no no6 1 6 41 -0.54 -0.572 1 7 63 -0.36 -0.43 Normality Test8 1 8 63 -0.36 -0.30 Probablity plot indicates non-normal distribution1 2 9 64 -0.35 -0.183 1 10 66 -0.33 -0.069 1 11 73 -0.28 0.067 1 12 90 -0.13 0.1810 1 13 91 -0.13 0.302 2 14 95 -0.09 0.431 1 15 109 0.02 0.576 2 16 128 0.18 0.715 1 17 152 0.38 0.884 1 18 192 0.71 1.075 2 19 248 1.18 1.313 2 20 561 3.78 1.67
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 20Mean, X bar (mg/kg) 106.15Standard deviation, s 120.34Square root of n, vn 4.47Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -12.78
Level of Evidence against Null Hypothesis k0.05 4.36kcrit -4.36
k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 223.47
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 10 2 0.8 1 1.5 -0.86 -1.67 Level of signif. 0.054 2 0.8 2 6 -0.82 -1.31 Tcrit for n=18 20 2.557
3 2 1 3 9 -0.79 -1.07 Tn Tn>Tcrit? Outlier removed?9 2 0.8 4 29 -0.60 -0.88 x20= 485.0 T20= 3.768 yes yes no5 1 0.3 5 41 -0.48 -0.71 x19= 240.0 T19= 1.422 no no no3 1 0.3 6 50 -0.40 -0.574 1 0.3 7 50 -0.40 -0.43 Normality Test2 1 0.3 8 56 -0.34 -0.30 Probablity plot indicates non-normal distribution6 1 0.3 9 57 -0.33 -0.188 1 0.3 10 64 -0.26 -0.061 1 0.3 11 69 -0.22 0.067 1 0.3 12 79 -0.12 0.1810 1 0.3 13 79 -0.12 0.30
sms7 1 0.2 14 79 -0.12 0.431 2 0.7 15 82 -0.09 0.57
SMS7 2 0.6 16 92 0.00 0.719 1 0.3 17 104 0.12 0.887 2 0.8 18 159 0.65 1.075 2 0.8 19 240 1.42 1.316 2 0.7 20 485 3.77 1.67
Non-detects (%) 1 5 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 20Mean, X bar (mg/kg) 91.58Standard deviation, s 104.40Square root of n, vn 4.47Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -15.35
Level of Evidence against Null Hypothesis k0.05 4.36kcrit -4.36
k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 193.36
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 3 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 4 2 0.9 1 6 -0.66 -1.71 Level of signif. 0.0510 2 0.8 2 7 -0.66 -1.36 Tcrit for n=18 22 2.603
3 2 0.9 3 16 -0.59 -1.12 Tn Tn>Tcrit? Outlier removed?9 2 0.8 4 18 -0.58 -0.94 x22= 650.0 T22= 3.939 yes yes no2 2 0.8 5 19 -0.57 -0.78 x21= 296.0 T21= 1.409 no no no8 2 0.9 6 34 -0.46 -0.647 1 0.3 7 44 -0.39 -0.51 Normality Test1 1 0.3 8 45 -0.38 -0.39 Probablity plot indicates non-normal distribution8 1 0.3 9 46 -0.38 -0.281 2 0.8 10 49 -0.36 -0.164 1 0.3 11 49 -0.36 -0.056 1 0.3 12 51 -0.34 0.055 1 0.3 13 52 -0.33 0.163 1 0.3 14 57 -0.30 0.2810 1 0.3 15 57 -0.30 0.399 1 0.3 16 68 -0.22 0.51
Jacobs tp1 1 0.2 17 85 -0.10 0.646 2 0.8 18 114 0.11 0.78
Jacobs tp1 2 0.4 19 180 0.58 0.942 1 0.3 20 231 0.94 1.125 2 0.8 21 296 1.41 1.36
Jacobs tp1 3 1 22 650 3.94 1.71Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 22Mean, X bar (mg/kg) 98.82Standard deviation, s 139.93Square root of n, vn 4.69Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -11.77
Level of Evidence against Null Hypothesis k0.05 4.36kcrit -4.36
k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 228.89
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 8 2 0.8 1 20 -0.75 -1.75 Level of signif. 0.056 1 0.3 2 28 -0.70 -1.41 Tcrit for n=18 24 2.644
5 1 0.3 3 34 -0.66 -1.17 Tn Tn>Tcrit? Outlier removed?1 2 0.8 4 37 -0.64 -0.99 x24= 620.0 T24= 3.170 yes yes no9 2 0.8 5 41 -0.62 -0.84 x23= 460.0 T23= 2.123 no no no7 1 0.3 6 45 -0.59 -0.715 2 0.8 7 52 -0.55 -0.58 Normality Test4 1 0.3 8 58 -0.51 -0.47 Probablity plot indicates non-normal distribution
sms6 2 0.6 9 59 -0.50 -0.363 1 0.3 10 62 -0.48 -0.258 1 0.3 11 67 -0.45 -0.159 1 0.3 12 69 -0.43 -0.051 1 0.3 13 76 -0.39 0.0510 1 0.3 14 77 -0.38 0.153 2 0.8 15 89 -0.30 0.252 1 0.3 16 99 -0.24 0.36
Jacobs tp7 1 0.2 17 110 -0.17 0.47Jacobs tp7 2 0.35 18 120 -0.10 0.58
10 2 0.8 19 140 0.03 0.717 2 0.5 20 188 0.34 0.84
Jacobs tp7 3 1 21 250 0.75 0.996 2 0.8 22 449 2.05 1.17
sms6 1 0.2 23 460 2.12 1.414 2 0.8 24 620 3.17 1.75
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 24Mean, X bar (mg/kg) 135.42Standard deviation, s 152.88Square root of n, vn 4.90Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -10.08
Level of Evidence against Null Hypothesis k0.05 4.36k1= 9.95 kcrit -4.36
Therefore a1= 0.01 k0<kcrit? Yes - can reject H0
p1= 0.99 UCL0.95 271.48p1= 99% therefore H0 can be rejected with high degree of confidence
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Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 8 2 0.8 1 55 -0.72 -1.69 Level of signif. 0.052 2 0.8 2 74 -0.63 -1.34 Tcrit for n=18 21 2.58
10 2 0.7 3 78 -0.61 -1.10 Tn Tn>Tcrit? Outlier removed?5 2 0.8 4 89 -0.56 -0.91 x21= 1070.0 T21= 4.115 yes yes no1 1 0.3 5 96 -0.53 -0.75 x20= 347.0 T20= 0.669 no no no
sms4 1 0.2 6 100 -0.51 -0.602 1 0.3 7 103 -0.49 -0.47 Normality Test4 1 0.3 8 107 -0.47 -0.35 Probablity plot indicates non-normal distribution6 2 0.7 9 117 -0.43 -0.235 1 0.3 10 134 -0.35 -0.118 1 0.3 11 171 -0.17 0.006 1 0.3 12 173 -0.16 0.119 1 0.3 13 176 -0.15 0.239 2 0.7 14 178 -0.14 0.353 1 0.3 15 184 -0.11 0.477 1 0.3 16 197 -0.05 0.60
sms4 2 0.6 17 260 0.25 0.753 2 0.7 18 311 0.50 0.911 2 0.6 19 318 0.53 1.104 2 0.8 20 347 0.67 1.347 2 0.7 21 1070 4.11 1.69
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 21Mean, X bar (mg/kg) 206.57Standard deviation, s 209.83Square root of n, vn 4.58Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -5.32
Level of Evidence against Null Hypothesis k0.05 4.36kcrit -4.36
k1= 4.90 k0<kcrit? Yes - can reject H0
Therefore a1= 0.04 UCL0.95 406.21
p1= 0.96p1= 96% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 7 2 0.8 1 63 -0.58 -1.69 Level of signif. 0.055 2 0.8 2 65 -0.56 -1.34 Tcrit for n=18 21 2.58
4 2 0.8 3 71 -0.52 -1.10 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 72 -0.52 -0.91 x21= 744.0 T21= 4.121 yes yes no9 1 0.3 5 72 -0.52 -0.75 x20= 260.0 T20= 0.782 no no no8 2 0.8 6 78 -0.47 -0.6010 1 0.3 7 78 -0.47 -0.47 Normality Test4 1 0.3 8 93 -0.37 -0.35 Probablity plot indicates non-normal distribution1 1 0.3 9 97 -0.34 -0.232 2 0.8 10 97 -0.34 -0.113 2 0.8 11 98 -0.34 0.007 1 0.3 12 98 -0.34 0.113 1 0.3 13 105 -0.29 0.23
sms5 1 0.2 14 110 -0.25 0.358 1 0.3 15 124 -0.16 0.476 1 0.3 16 132 -0.10 0.605 1 0.3 17 161 0.10 0.7510 2 0.8 18 212 0.45 0.911 2 0.8 19 250 0.71 1.10
sms5 2 0.6 20 260 0.78 1.346 2 0.8 21 744 4.12 1.69
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 21Mean, X bar (mg/kg) 146.67Standard deviation, s 144.94Square root of n, vn 4.58Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -9.59
Level of Evidence against Null Hypothesis k0.05 4.36kcrit -4.36
k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 284.56
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
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-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 9 2 0.8 1 26 -0.81 -1.64 Level of signif. 0.052 2 0.8 2 54 -0.65 -1.28 Tcrit for n=18 19 2.531
1 2 0.8 3 92 -0.43 -1.04 Tn Tn>Tcrit? Outlier removed?5 2 0.7 4 97 -0.40 -0.84 x19= 869.0 T19= 4.037 yes yes no2 1 0.3 5 102 -0.38 -0.67 x18= 241.0 T18= 0.424 no no no7 1 0.3 6 105 -0.36 -0.523 2 0.8 7 106 -0.35 -0.39 Normality Test8 1 0.3 8 109 -0.34 -0.25 Probablity plot indicates non-normal distribution3 1 0.3 9 114 -0.31 -0.137 2 0.8 10 118 -0.28 0.004 1 0.3 11 125 -0.24 0.139 1 0.3 12 130 -0.21 0.251 1 0.2 13 132 -0.20 0.398 2 0.8 14 145 -0.13 0.525 1 0.3 15 161 -0.04 0.6710 1 0.3 16 212 0.26 0.846 2 0.8 17 240 0.42 1.0410 2 0.8 18 241 0.42 1.284 2 0.8 19 869 4.04 1.64
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 19Mean, X bar (mg/kg) 167.26Standard deviation, s 173.82Square root of n, vn 4.36Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -7.09
Level of Evidence against Null Hypothesis k0.05 4.36kcrit -4.36
k1= 7.00 k0<kcrit? Yes - can reject H0
Therefore a1= 0.02 UCL0.95 341.13
p1= 0.98p1= 98% therefore H0 can be rejected with high degree of confidence
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-1.50
-1.00
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0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 5 2 0.5 1 49 -0.59 -1.69 Level of signif. 0.056 2 0.6 2 64 -0.53 -1.34 Tcrit for n=18 21 2.58
2 1 0.3 3 78 -0.47 -1.10 Tn Tn>Tcrit? Outlier removed?3 1 0.3 4 80 -0.46 -0.91 x21= 1210.0 T21= 4.243 yes yes no9 1 0.3 5 82 -0.45 -0.75 x20= 344.0 T20= 0.636 no no no
sms3 2 0.6 6 87 -0.43 -0.60sms3 1 0.2 7 92 -0.41 -0.47 Normality Test
8 1 0.3 8 102 -0.37 -0.35 Probablity plot indicates non-normal distribution10 1 0.3 9 107 -0.35 -0.237 1 0.3 10 108 -0.35 -0.116 1 0.3 11 115 -0.32 0.001 1 0.3 12 123 -0.28 0.117 2 0.8 13 123 -0.28 0.238 2 0.8 14 130 -0.26 0.351 2 0.5 15 172 -0.08 0.4710 2 0.7 16 178 -0.06 0.602 2 0.4 17 235 0.18 0.754 2 0.5 18 263 0.30 0.915 1 0.3 19 274 0.34 1.109 2 0.7 20 344 0.64 1.343 2 0.6 21 1210 4.24 1.69
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 21Mean, X bar (mg/kg) 191.24Standard deviation, s 240.12Square root of n, vn 4.58Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -4.94
Level of Evidence against Null Hypothesis k0.05 4.36kcrit -4.36
k1= 4.90 k0<kcrit? Yes - can reject H0
Therefore a1= 0.04 UCL0.95 419.69
p1= 0.96p1= 96% therefore H0 can be rejected with high degree of confidence
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-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 3 2 0.8 1 39 -0.95 -1.53 Level of signif. 0.054 2 0.8 2 43 -0.93 -1.15 Tcrit for n=18 15 2.409
2 2 0.8 3 59 -0.85 -0.89 Tn Tn>Tcrit? Outlier removed?5 2 0.8 4 124 -0.53 -0.67 x15= 887 T15= 3.252 yes yes no6 2 5 130 -0.50 -0.49 x14= 370 T14= 0.692 no no no4 1 0.3 6 161 -0.34 -0.32
sms8 2 0.6 7 170 -0.30 -0.16 Normality Test5 1 0.3 8 181 -0.24 0.00 Probablity plot indicates non-normal distribution1 1 0.3 9 186 -0.22 0.162 1 0.3 10 191 -0.19 0.327 1 11 238 0.04 0.497 2 12 320 0.44 0.673 1 0.3 13 356 0.62 0.89
sms8 1 0.2 14 370 0.69 1.151 2 0.8 15 887 3.25 1.53
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 15Mean, X bar (mg/kg) 230.33Standard deviation, s 201.90Square root of n, vn 3.87Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -4.21
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 457.62
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-1.50
-1.00
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0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00 4.00
Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 9 2 0.5 1 56 -0.55 -1.64 Level of signif. 0.057 2 0.8 2 75 -0.51 -1.28 Tcrit for n=18 19 2.531
10 1 0.3 3 91 -0.48 -1.04 Tn Tn>Tcrit? Outlier removed?9 1 0.3 4 110 -0.45 -0.84 x19= 2500 T19= 3.910 yes yes no2 1 0.3 5 116 -0.44 -0.67 x18= 900 T18= 0.992 no no no5 2 0.8 6 123 -0.42 -0.524 1 0.3 7 128 -0.42 -0.39 Normality Test8 1 0.3 8 130 -0.41 -0.25 Probablity plot indicates non-normal distribution5 1 0.3 9 131 -0.41 -0.136 1 0.3 10 141 -0.39 0.007 1 0.3 11 146 -0.38 0.133 1 0.3 12 167 -0.34 0.251 1 0.3 13 175 -0.33 0.398 2 0.8 14 256 -0.18 0.5210 2 0.8 15 410 0.10 0.674 2 0.8 16 500 0.26 0.846 2 0.8 17 607 0.46 1.041 2 0.8 18 900 0.99 1.283 2 0.8 19 2500 3.91 1.64
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 19Mean, X bar (mg/kg) 355.89Standard deviation, s 548.37Square root of n, vn 4.36Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.75
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 904.40
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00 4.00
Site Name: Bassetsbury Allotments Plot 18 Project Number: In12885 Contaminant: Lead
BH NumberSample Number
DepthRank
Concn
(mg/kg) y z Outlier test 3 2 0.8 1 22 -0.49 -1.64 Level of signif. 0.054 2 0.8 2 46 -0.46 -1.28 Tcrit for n=18 19 2.531
1 1 0.3 3 86 -0.41 -1.04 Tn Tn>Tcrit? Outlier removed?10 1 0.3 4 98 -0.40 -0.84 x19= 3610 T19= 3.976 yes yes no7 1 0.3 5 102 -0.39 -0.67 x18= 1120 T18= 0.874 no no no5 1 0.3 6 111 -0.38 -0.522 2 0.8 7 112 -0.38 -0.39 Normality Test2 1 0.3 8 126 -0.36 -0.25 Probablity plot indicates non-normal distribution6 1 0.2 9 130 -0.36 -0.133 1 0.3 10 141 -0.35 0.004 1 0.3 11 147 -0.34 0.139 1 0.3 12 149 -0.34 0.251 2 0.8 13 163 -0.32 0.398 1 0.3 14 221 -0.25 0.529 2 0.5 15 307 -0.14 0.678 2 0.8 16 338 -0.10 0.8410 2 0.8 17 921 0.63 1.047 2 0.8 18 1120 0.87 1.286 2 0.8 19 3610 3.98 1.64
Non-detects (%) 0 0 %Critical concentration, Cc (mg/kg) 450 Former SGVNumber of samples, n 19Mean, X bar (mg/kg) 418.42Standard deviation, s 802.74Square root of n, vn 4.36Null Hypothesis: True mean is equal to or greater than the critical concentration Theorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -0.17
k0.05 4.36kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 1221.37
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-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
3.00
-2.00 -1.00 0.00 1.00 2.00 3.00 4.00
Site Name: Bassetsbury Allotments Plot 1 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)4 2 1 6 -1.79 -1.67 Level of signif. 0.057 2 2 9 -1.51 -1.31 Tcrit for n=18 20 2.557
5 2 3 10 -1.42 -1.07 Tn Tn>Tcrit? Outlier removed?6 1 4 15 -0.94 -0.88 x20= 46.0 T20= 1.993068 no no no10 2 5 18 -0.66 -0.71 x19= 43.0 T19= 1.709021 no no no3 2 6 20 -0.47 -0.574 1 7 21 -0.37 -0.43 Normality Test8 2 8 21 -0.37 -0.30 Probablity plot indicates normal distribution8 1 9 22 -0.28 -0.183 1 10 24 -0.09 -0.069 2 11 24 -0.09 0.062 1 12 26 0.10 0.186 2 13 27 0.19 0.301 1 14 28 0.29 0.437 1 15 32 0.67 0.572 2 16 35 0.95 0.715 1 17 35 0.95 0.889 1 18 37 1.14 1.0710 1 19 43 1.71 1.311 2 20 46 1.99 1.67
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 20Mean, X bar (mg/kg) 24.95Standard deviation, s 10.56Square root of n, vn 4.47
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
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-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)4 2 0.8 1 4 -1.60 -1.62 Level of signif. 0.0510 2 0.8 2 6 -1.41 -1.25 Tcrit for n=18 18 2.504
3 2 1 3 9 -1.14 -1.00 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 9 -1.14 -0.80 x18= 43.0 T18= 1.98653 no no no5 2 0.8 5 14 -0.68 -0.63 x17= 39.0 T17= 1.618844 no no no4 1 0.3 6 15 -0.59 -0.485 1 0.3 7 15 -0.59 -0.34 Normality Test6 1 0.3 8 21 -0.04 -0.20 Probablity plot indicates approximately normal distribution7 1 0.3 9 21 -0.04 -0.078 1 0.3 10 22 0.06 0.072 1 0.3 11 23 0.15 0.209 2 0.8 12 25 0.33 0.343 1 0.3 13 26 0.42 0.481 2 0.7 14 27 0.52 0.631 1 0.3 15 29 0.70 0.809 1 0.3 16 37 1.44 1.0010 1 0.3 17 39 1.62 1.256 2 0.7 18 43 1.99 1.62
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 18Mean, X bar (mg/kg) 21.39Standard deviation, s 10.88Square root of n, vn 4.24
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 3 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)4 2 0.9 1 5 -2.35 -1.64 Level of signif. 0.053 2 0.9 2 11 -1.43 -1.28 Tcrit for n=18 19 2.531
4 1 0.3 3 17 -0.52 -1.04 Tn Tn>Tcrit? Outlier removed?5 1 0.3 4 17 -0.52 -0.84 x19= 34.0 T19= 2.087217 no no no5 2 0.8 5 17 -0.52 -0.67 x18= 33.0 T18= 1.934101 no no no6 1 0.3 6 17 -0.52 -0.522 2 0.8 7 18 -0.36 -0.39 Normality Test7 1 0.3 8 18 -0.36 -0.25 Probablity plot indicates non-normal distribution6 2 0.8 9 19 -0.21 -0.138 1 0.3 10 19 -0.21 0.009 2 0.8 11 21 0.10 0.1310 2 0.8 12 21 0.10 0.251 1 0.3 13 22 0.25 0.398 2 0.9 14 23 0.40 0.523 1 0.3 15 24 0.56 0.6710 1 0.3 16 24 0.56 0.849 1 0.3 17 27 1.02 1.042 1 0.3 18 33 1.93 1.281 2 0.8 19 34 2.09 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 20.37Standard deviation, s 6.53Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)8 2 0.7 1 9 -1.20 -1.64 Level of signif. 0.059 2 0.7 2 9 -1.20 -1.28 Tcrit for n=18 19 2.531
7 2 0.7 3 10 -1.11 -1.04 Tn Tn>Tcrit? Outlier removed?5 2 0.7 4 11 -1.02 -0.84 x19= 44.0 T19= 1.965553 no no no6 2 0.7 5 11 -1.02 -0.67 x18= 38.0 T18= 1.423003 no no no8 1 0.3 6 14 -0.75 -0.524 1 0.3 7 15 -0.66 -0.39 Normality Test10 2 0.7 8 15 -0.66 -0.25 Probablity plot indicates approximately normal distribution3 1 0.3 9 19 -0.30 -0.134 2 0.7 10 20 -0.20 0.007 1 0.3 11 21 -0.11 0.135 1 0.3 12 23 0.07 0.256 1 0.3 13 25 0.25 0.392 2 0.7 14 31 0.79 0.5210 1 0.3 15 34 1.06 0.672 1 0.3 16 37 1.33 0.849 1 0.3 17 37 1.33 1.041 1 0.3 18 38 1.42 1.281 2 0.8 19 44 1.97 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 22.26Standard deviation, s 11.06Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)9 2 0.8 1 6 -1.16 -1.64 Level of signif. 0.055 1 0.3 2 7 -1.07 -1.28 Tcrit for n=18 19 2.531
8 2 0.8 3 7 -1.07 -1.04 Tn Tn>Tcrit? Outlier removed?5 2 0.8 4 9 -0.89 -0.84 x19= 46.0 T19= 2.437339 no no no6 1 0.3 5 10 -0.80 -0.67 x18= 38.0 T18= 1.717969 no no no7 1 0.3 6 10 -0.80 -0.5210 2 0.8 7 10 -0.80 -0.39 Normality Test1 2 0.8 8 13 -0.53 -0.25 Probablity plot indicates approximately normal distribution3 2 0.8 9 13 -0.53 -0.134 1 0.3 10 17 -0.17 0.007 2 0.5 11 18 -0.08 0.138 1 0.3 12 20 0.10 0.253 1 0.3 13 21 0.19 0.394 2 0.8 14 26 0.64 0.521 1 0.3 15 27 0.73 0.6710 1 0.3 16 30 1.00 0.849 1 0.3 17 31 1.09 1.046 2 0.8 18 38 1.72 1.282 1 0.3 19 46 2.44 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 18.89Standard deviation, s 11.12Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)8 2 0.8 1 8 -1.70 -1.64 Level of signif. 0.052 2 0.8 2 9 -1.62 -1.28 Tcrit for n=18 19 2.531
3 2 0.7 3 11 -1.46 -1.04 Tn Tn>Tcrit? Outlier removed?10 2 0.7 4 18 -0.89 -0.84 x19= 49.0 T19= 1.648628 no no no4 2 0.8 5 20 -0.72 -0.67 x18= 46.0 T18= 1.40327 no no no6 1 0.3 6 22 -0.56 -0.526 2 0.7 7 22 -0.56 -0.39 Normality Test9 2 0.7 8 23 -0.48 -0.25 Probablity plot indicates approximately normal distribution1 2 0.6 9 26 -0.23 -0.134 1 0.3 10 30 0.09 0.001 1 0.3 11 31 0.18 0.132 1 0.3 12 33 0.34 0.259 1 0.3 13 37 0.67 0.393 1 0.3 14 39 0.83 0.525 1 0.3 15 41 0.99 0.678 1 0.3 16 41 0.99 0.845 2 0.8 17 42 1.08 1.047 1 0.3 18 46 1.40 1.287 2 0.7 19 49 1.65 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 28.84Standard deviation, s 12.23Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 7 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)1 2 0.7 1 13 -1.06 -1.64 Level of signif. 0.051 2 0.8 2 14 -0.98 -1.28 Tcrit for n=18 19 2.531
2 2 0.6 3 14 -0.98 -1.04 Tn Tn>Tcrit? Outlier removed?2 2 0.7 4 15 -0.90 -0.84 x19= 61.0 T19= 2.810287 yes yes no3 1 0.3 5 16 -0.82 -0.67 x18= 44.0 T18= 1.439105 no no no3 2 0.7 6 19 -0.58 -0.524 1 0.3 7 20 -0.50 -0.39 Normality Test4 2 0.6 8 20 -0.50 -0.25 Probablity plot indicates non-normal distribution5 1 0.3 9 20 -0.50 -0.135 2 0.7 10 21 -0.42 0.006 2 0.7 11 21 -0.42 0.136 2 0.7 12 26 -0.01 0.257 2 0.8 13 27 0.07 0.397 1 0.3 14 33 0.55 0.528 1 0.1 15 35 0.71 0.678 1 0.3 16 36 0.79 0.849 1 0.3 17 42 1.28 1.049 1 0.3 18 44 1.44 1.2810 1 0.3 19 61 2.81 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 26.16Standard deviation, s 12.40Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 8 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)1 2 0.8 1 5 -1.60 -1.64 Level of signif. 0.059 2 0.8 2 6 -1.51 -1.28 Tcrit for n=18 19 2.531
3 2 0.8 3 8 -1.35 -1.04 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 8 -1.35 -0.84 x19= 44.0 T19= 1.65335 no no no8 2 0.7 5 13 -0.93 -0.67 x18= 40.0 T18= 1.320048 no no no5 1 0.3 6 17 -0.60 -0.522 2 0.8 7 19 -0.43 -0.39 Normality Test5 2 0.8 8 19 -0.43 -0.25 Probablity plot indicates approximately normal distribution4 2 0.8 9 22 -0.18 -0.1310 1 0.3 10 28 0.32 0.009 1 0.3 11 29 0.40 0.1310 2 0.8 12 29 0.40 0.252 1 0.3 13 31 0.57 0.398 1 0.3 14 32 0.65 0.526 1 0.3 15 33 0.74 0.674 1 0.3 16 36 0.99 0.843 1 0.3 17 40 1.32 1.047 1 0.3 18 40 1.32 1.286 2 0.8 19 44 1.65 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 24.16Standard deviation, s 12.00Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)4 2 0.8 1 8 -1.47 -1.64 Level of signif. 0.057 2 0.8 2 8 -1.47 -1.28 Tcrit for n=18 19 2.531
5 2 0.8 3 9 -1.36 -1.04 Tn Tn>Tcrit? Outlier removed?8 2 0.8 4 9 -1.36 -0.84 x19= 39.0 T19= 1.858075 no no no1 2 0.8 5 13 -0.93 -0.67 x18= 35.0 T18= 1.428854 no no no3 2 0.8 6 15 -0.72 -0.522 2 0.8 7 18 -0.40 -0.39 Normality Test10 2 0.8 8 19 -0.29 -0.25 Probablity plot indicates approximately normal distribution2 1 0.3 9 21 -0.07 -0.136 1 0.3 10 23 0.14 0.001 1 0.3 11 25 0.36 0.139 1 0.3 12 25 0.36 0.254 1 0.3 13 26 0.46 0.3910 1 0.3 14 26 0.46 0.526 2 0.8 15 28 0.68 0.673 1 0.3 16 32 1.11 0.847 1 0.3 17 33 1.21 1.045 1 0.3 18 35 1.43 1.288 1 0.3 19 39 1.86 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 21.68Standard deviation, s 9.32Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)9 2 0.8 1 10 -1.71 -1.64 Level of signif. 0.052 2 0.8 2 14 -1.31 -1.28 Tcrit for n=18 19 2.531
5 2 0.7 3 14 -1.31 -1.04 Tn Tn>Tcrit? Outlier removed?8 1 0.3 4 14 -1.31 -0.84 x19= 40.0 T19= 1.307592 no no no1 2 0.8 5 16 -1.11 -0.67 x18= 40.0 T18= 1.307592 no no no10 2 0.8 6 17 -1.01 -0.524 2 0.8 7 21 -0.60 -0.39 Normality Test3 2 0.8 8 27 0.00 -0.25 Probablity plot indicates non-normal distribution10 1 0.3 9 28 0.10 -0.137 1 0.3 10 29 0.20 0.007 2 0.8 11 30 0.30 0.139 1 0.3 12 32 0.50 0.253 1 0.3 13 34 0.70 0.396 2 0.8 14 34 0.70 0.528 2 0.8 15 36 0.91 0.672 1 0.3 16 37 1.01 0.841 1 0.2 17 40 1.31 1.044 1 0.3 18 40 1.31 1.285 1 0.3 19 40 1.31 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 27.00Standard deviation, s 9.94Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)6 2 0.6 1 12 -1.72 -1.64 Level of signif. 0.051 2 0.5 2 15 -1.43 -1.28 Tcrit for n=18 19 2.531
4 2 0.5 3 18 -1.13 -1.04 Tn Tn>Tcrit? Outlier removed?10 2 0.7 4 19 -1.03 -0.84 x19= 48.0 T19= 1.825575 no no no7 1 0.3 5 20 -0.93 -0.67 x18= 45.0 T18= 1.529956 no no no9 2 0.7 6 22 -0.74 -0.528 2 0.8 7 23 -0.64 -0.39 Normality Test2 2 0.4 8 25 -0.44 -0.25 Probablity plot indicates approximately normal distribution9 1 0.3 9 28 -0.15 -0.1310 1 0.3 10 30 0.05 0.008 1 0.3 11 32 0.25 0.131 1 0.3 12 33 0.35 0.253 1 0.3 13 36 0.64 0.395 1 0.3 14 36 0.64 0.523 2 0.6 15 38 0.84 0.677 2 0.8 16 38 0.84 0.846 1 0.3 17 42 1.23 1.045 2 0.5 18 45 1.53 1.282 1 0.3 19 48 1.83 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 29.47Standard deviation, s 10.15Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 12 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)3 2 0.8 1 4 -1.55 -1.59 Level of signif. 0.058 2 0.8 2 8 -1.21 -1.22 Tcrit for n=18 17 2.475
4 2 0.8 3 9 -1.12 -0.97 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 10 -1.03 -0.76 x17= 42.0 T17= 1.734746 no no no9 2 0.8 5 10 -1.03 -0.59 x16= 36.0 T16= 1.215848 no no no6 1 0.3 6 11 -0.95 -0.435 2 0.8 7 12 -0.86 -0.28 Normality Test1 2 0.8 8 25 0.26 -0.14 Probablity plot indicates non-normal distribution2 2 0.8 9 25 0.26 0.002 1 0.3 10 26 0.35 0.147 1 0.3 11 27 0.44 0.289 1 0.3 12 29 0.61 0.433 1 0.3 13 31 0.78 0.598 1 0.3 14 33 0.96 0.766 2 0.8 15 35 1.13 0.971 1 0.3 16 36 1.22 1.225 1 0.3 17 42 1.73 1.59
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 17Mean, X bar (mg/kg) 21.94Standard deviation, s 11.56Square root of n, vn 4.12
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 13 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)7 2 0.8 1 5 -1.40 -1.47 Level of signif. 0.055 2 0.8 2 6 -1.31 -1.07 Tcrit for n=18 13 2.331
1 2 0.8 3 11 -0.85 -0.79 Tn Tn>Tcrit? Outlier removed?3 2 0.8 4 11 -0.85 -0.57 x13= 36.0 T13= 1.468509 no no no4 1 0.3 5 14 -0.57 -0.37 x12= 36.0 T12= 1.468509 no no no2 2 0.8 6 15 -0.48 -0.186 2 0.8 7 15 -0.48 0.00 Normality Test7 1 0.3 8 22 0.17 0.18 Probablity plot indicates approximately normal distribution1 1 0.3 9 28 0.73 0.372 1 0.3 10 31 1.01 0.576 1 0.3 11 32 1.10 0.793 1 0.3 12 36 1.47 1.075 1 0.3 13 36 1.47 1.47
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 13Mean, X bar (mg/kg) 20.15Standard deviation, s 10.79Square root of n, vn 3.61
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 14 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)1 1 0.3 1 5 -1.92 -1.28 Level of signif. 0.055 2 0.8 2 12 -1.36 -0.84 Tcrit for n=18 9 2.11
2 2 0.8 3 25 -0.32 -0.52 Tn Tn>Tcrit? Outlier removed?4 1 0.3 4 29 0.00 -0.25 x9= 45.0 T9= 1.281939 no no no2 1 0.3 5 33 0.32 0.00 x8= 42.0 T8= 1.041575 no no no5 1 0.3 6 33 0.32 0.251 2 0.8 7 37 0.64 0.52 Normality Test3 1 0.3 8 42 1.04 0.84 Probablity plot indicates approximately normal distribution3 2 0.8 9 45 1.28 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9Mean, X bar (mg/kg) 29.00Standard deviation, s 12.48Square root of n, vn 3.00
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 15 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)1 2 0.8 1 9 -1.48 -1.34 Level of signif. 0.052 2 0.8 2 11 -1.30 -0.91 Tcrit for n=18 10 2.176
4 1 0.3 3 15 -0.94 -0.60 Tn Tn>Tcrit? Outlier removed?4 2 0.8 4 22 -0.32 -0.35 x10= 43.0 T10= 1.5511 no no no5 2 0.8 5 24 -0.14 -0.11 x9= 41.0 T9= 1.372813 no no no2 1 0.3 6 27 0.12 0.111 1 0.3 7 29 0.30 0.35 Normality Test3 2 0.8 8 35 0.84 0.60 Probablity plot indicates non-normal distribution5 1 0.3 9 41 1.37 0.913 1 0.3 10 43 1.55 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 25.60 Mean>Cc so H0 cannot be rejectedStandard deviation, s 11.22Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)6 2 1 21 -1.01 -1.47 Level of signif. 0.052 1 0.3 2 23 -0.91 -1.07 Tcrit for n=18 13 2.331
5 1 0.3 3 25 -0.81 -0.79 Tn Tn>Tcrit? Outlier removed?3 2 0.8 4 26 -0.76 -0.57 x19= 80.0 T19= 2.025737 no no no4 1 0.3 5 27 -0.71 -0.37 x18= 69.0 T18= 1.458848 no no no7 2 6 29 -0.60 -0.181 1 0.3 7 34 -0.34 0.00 Normality Test3 1 0.3 8 35 -0.29 0.18 Probablity plot indicates non-normal distribution7 1 9 35 -0.29 0.372 2 0.8 10 62 1.10 0.575 2 0.8 11 63 1.15 0.794 2 0.8 12 69 1.46 1.071 2 0.8 13 80 2.03 1.47
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 13Mean, X bar (mg/kg) 40.69 Mean>Cc so H0 cannot be rejectedStandard deviation, s 19.40Square root of n, vn 3.61
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)1 2 0.8 1 15 -1.34 -1.64 Level of signif. 0.059 2 0.5 2 17 -1.15 -1.28 Tcrit for n=18 19 2.531
4 2 0.8 3 18 -1.06 -1.04 Tn Tn>Tcrit? Outlier removed?2 1 0.3 4 22 -0.68 -0.84 x19= 61.0 T19= 3.014094 yes yes no3 2 0.8 5 22 -0.68 -0.67 x18= 43.0 T18= 1.310259 no no no5 2 0.8 6 22 -0.68 -0.528 2 0.8 7 22 -0.68 -0.39 Normality Test7 2 0.8 8 24 -0.49 -0.25 Probablity plot indicates non-normal distribution10 1 0.3 9 25 -0.39 -0.139 1 0.3 10 26 -0.30 0.007 1 0.3 11 30 0.08 0.131 1 0.3 12 32 0.27 0.255 1 0.3 13 34 0.46 0.396 1 0.3 14 34 0.46 0.528 1 0.3 15 35 0.55 0.673 1 0.3 16 36 0.65 0.844 1 0.3 17 36 0.65 1.0410 2 0.8 18 43 1.31 1.286 2 0.8 19 61 3.01 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 29.16 Mean>Cc so H0 cannot be rejectedStandard deviation, s 10.56Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 18 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)4 2 0.8 1 5 -2.40 -1.64 Level of signif. 0.058 2 0.8 2 17 -1.00 -1.28 Tcrit for n=18 19 2.531
1 1 0.3 3 19 -0.77 -1.04 Tn Tn>Tcrit? Outlier removed?1 2 0.8 4 19 -0.77 -0.84 x19= 44.0 T19= 2.148574 no no no2 2 0.8 5 20 -0.65 -0.67 x18= 37.0 T18= 1.332116 no no no6 2 0.8 6 21 -0.53 -0.527 1 0.3 7 21 -0.53 -0.39 Normality Test10 2 0.8 8 23 -0.30 -0.25 Probablity plot indicates non-normal distribution2 1 0.3 9 24 -0.18 -0.135 1 0.3 10 24 -0.18 0.009 2 0.5 11 24 -0.18 0.138 1 0.3 12 25 -0.07 0.254 1 0.3 13 30 0.52 0.393 1 0.3 14 33 0.87 0.523 2 0.8 15 33 0.87 0.679 1 0.3 16 33 0.87 0.846 1 0.2 17 34 0.98 1.0410 1 0.3 18 37 1.33 1.287 2 0.8 19 44 2.15 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 25.58 Mean>Cc so H0 cannot be rejectedStandard deviation, s 8.57Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 19 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)7 2 0.8 1 4 -1.45 -1.64 Level of signif. 0.052 2 0.8 2 6 -1.30 -1.28 Tcrit for n=18 19 2.531
3 2 0.8 3 7 -1.23 -1.04 Tn Tn>Tcrit? Outlier removed?4 2 0.7 4 9 -1.08 -0.84 x19= 52.0 T19= 2.158251 no no no9 2 0.5 5 10 -1.00 -0.67 x18= 46.0 T18= 1.7068 no no no8 2 0.8 6 16 -0.55 -0.5210 2 0.8 7 17 -0.48 -0.39 Normality Test3 1 0.3 8 20 -0.25 -0.25 Probablity plot indicates approximately normal distribution7 1 0.3 9 21 -0.17 -0.131 2 0.8 10 23 -0.02 0.001 1 0.3 11 24 0.05 0.138 1 0.3 12 24 0.05 0.254 1 0.3 13 27 0.28 0.395 1 0.3 14 28 0.35 0.526 1 0.2 15 31 0.58 0.679 1 0.3 16 39 1.18 0.8410 1 0.3 17 39 1.18 1.042 1 0.3 18 46 1.71 1.286 2 0.8 19 52 2.16 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 23.32 Mean>Cc so H0 cannot be rejectedStandard deviation, s 13.29Square root of n, vn 4.36
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 20 Project Number: In12885Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test (assuming normal distribution)1 2 0.8 1 3 -1.44 -1.62 Level of signif. 0.054 2 0.8 2 3 -1.44 -1.25 Tcrit for n=18 18 2.504
7 2 0.8 3 3 -1.44 -1.00 Tn Tn>Tcrit? Outlier removed?2 2 0.5 4 7 -1.14 -0.80 x18= 44.0 T18= 1.620678 no no no6 2 0.8 5 9 -0.99 -0.63 x17= 41.0 T17= 1.39685 no no no3 1 0.3 6 13 -0.69 -0.483 2 0.8 7 17 -0.39 -0.34 Normality Test7 1 0.3 8 17 -0.39 -0.20 Probablity plot indicates non-normal distribution10 2 0.8 9 20 -0.17 -0.074 1 0.3 10 28 0.43 0.079 2 0.5 11 29 0.50 0.201 1 0.3 12 31 0.65 0.3410 1 0.3 13 31 0.65 0.482 1 0.3 14 33 0.80 0.639 1 0.3 15 33 0.80 0.805 1 0.3 16 39 1.25 1.008 1 0.3 17 41 1.40 1.256 1 0.2 18 44 1.62 1.62
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 18Mean, X bar (mg/kg) 22.28 Mean>Cc so H0 cannot be rejectedStandard deviation, s 13.40Square root of n, vn 4.24
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration therefore H0 cannot be rejected
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 1 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z6 1 1 15 -1.66 -1.34 4 2 1 6 -1.34 -1.344 1 2 21 -0.91 -0.91 7 2 2 9 -1.08 -0.918 1 3 22 -0.78 -0.60 5 2 3 10 -0.99 -0.603 1 4 24 -0.54 -0.35 10 2 4 18 -0.31 -0.352 1 5 26 -0.29 -0.11 3 2 5 20 -0.14 -0.111 1 6 28 -0.04 0.11 8 2 6 21 -0.05 0.117 1 7 32 0.46 0.35 9 2 7 24 0.21 0.355 1 8 35 0.83 0.60 6 2 8 27 0.46 0.609 1 9 37 1.08 0.91 2 2 9 35 1.15 0.9110 1 10 43 1.83 1.34 1 2 10 46 2.09 1.34
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10 Number of samples, n 10Mean, X bar (mg/kg) 28.30 Mean, X bar (mg/kg) 21.60Standard deviation, s 8.03 Standard deviation, s 11.67Square root of n, vn 3.16 Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z4 1 0.3 1 15 -1.26 -1.345 1 0.3 2 15 -1.26 -0.916 1 0.3 3 21 -0.49 -0.607 1 0.3 4 21 -0.49 -0.358 1 0.3 5 22 -0.36 -0.112 1 0.3 6 23 -0.23 0.113 1 0.3 7 26 0.15 0.351 1 0.3 8 29 0.54 0.609 1 0.3 9 37 1.57 0.9110 1 0.3 10 39 1.83 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 24.80 Mean>Cc so H0 cannot be rejectedStandard deviation, s 7.76Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 3 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z4 1 0.3 1 17 -0.95 -1.64 4 2 0.9 1 5 -1.82 -1.285 1 0.3 2 17 -0.95 -1.28 3 2 0.9 2 11 -1.03 -0.846 1 0.3 3 17 -0.95 -1.04 5 2 0.8 3 17 -0.24 -0.527 1 0.3 4 18 -0.75 -0.84 2 2 0.8 4 18 -0.10 -0.258 1 0.3 5 19 -0.56 -0.67 6 2 0.8 5 19 0.03 0.001 1 0.3 6 22 0.04 -0.52 9 2 0.8 6 21 0.29 0.253 1 0.3 7 24 0.44 -0.39 10 2 0.8 7 21 0.29 0.5210 1 0.3 8 24 0.44 -0.25 8 2 0.9 8 23 0.56 0.849 1 0.3 9 27 1.03 -0.13 1 2 0.8 9 34 2.02 1.282 1 0.3 10 33 2.22 0.00
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 19 Number of samples, n 9Mean, X bar (mg/kg) 21.80 Mean, X bar (mg/kg) 18.78Standard deviation, s 5.04 Standard deviation, s 7.55Square root of n, vn 4.36 Square root of n, vn 3.00
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z8 1 0.3 1 14 -1.38 -1.344 1 0.3 2 15 -1.26 -0.913 1 0.3 3 19 -0.82 -0.607 1 0.3 4 21 -0.59 -0.355 1 0.3 5 23 -0.37 -0.116 1 0.3 6 25 -0.15 0.1110 1 0.3 7 34 0.86 0.352 1 0.3 8 37 1.20 0.609 1 0.3 9 37 1.20 0.911 1 0.3 10 38 1.31 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 26.30Standard deviation, s 8.93Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z5 1 0.3 1 7 -1.31 -1.346 1 0.3 2 10 -1.05 -0.917 1 0.3 3 10 -1.05 -0.604 1 0.3 4 17 -0.43 -0.358 1 0.3 5 20 -0.17 -0.113 1 0.3 6 21 -0.08 0.111 1 0.3 7 27 0.45 0.3510 1 0.3 8 30 0.71 0.609 1 0.3 9 31 0.80 0.912 1 0.3 10 46 2.12 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 21.90Standard deviation, s 11.35Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z6 1 0.3 1 22 -1.97 -1.28 8 2 0.8 1 8 -1.15 -1.344 1 0.3 2 30 -0.81 -0.84 2 2 0.8 2 9 -1.08 -0.911 1 0.3 3 31 -0.66 -0.52 3 2 0.7 3 11 -0.92 -0.602 1 0.3 4 33 -0.37 -0.25 10 2 0.7 4 18 -0.37 -0.359 1 0.3 5 37 0.21 0.00 4 2 0.8 5 20 -0.22 -0.113 1 0.3 6 39 0.50 0.25 6 2 0.7 6 22 -0.06 0.115 1 0.3 7 41 0.79 0.52 9 2 0.7 7 23 0.02 0.358 1 0.3 8 41 0.79 0.84 1 2 0.6 8 26 0.25 0.607 1 0.3 9 46 1.52 1.28 5 2 0.8 9 42 1.50 0.91
7 2 0.7 10 49 2.04 1.34
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9 Number of samples, n 10Mean, X bar (mg/kg) 35.56 Mean, X bar (mg/kg) 22.80Standard deviation, s 6.87 Standard deviation, s 12.83Square root of n, vn 3.00 Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 7 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z9 1 0.3 1 16 -1.35 -1.28 3 2 0.7 1 13 -1.27 -1.342 1 0.3 2 20 -1.05 -0.84 2 2 0.8 2 14 -1.06 -0.9110 1 0.3 3 20 -1.05 -0.52 4 2 0.6 3 14 -1.06 -0.603 1 0.3 4 33 -0.08 -0.25 6 2 0.7 4 15 -0.85 -0.355 1 0.1 5 35 0.07 0.00 7 2 0.7 5 19 0.00 -0.114 1 0.3 6 36 0.14 0.25 8 2 0.6 6 20 0.21 0.118 1 0.3 7 42 0.59 0.52 9 2 0.7 7 21 0.42 0.357 1 0.3 8 44 0.74 0.84 10 2 0.7 8 21 0.42 0.606 1 0.3 9 61 2.01 1.28 5 2 0.7 9 26 1.48 0.91
1 2 0.8 10 27 1.69 1.34
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9 Number of samples, n 10Mean, X bar (mg/kg) 34.11 Mean, X bar (mg/kg) 19.00Standard deviation, s 13.40 Standard deviation, s 4.73Square root of n, vn 3.00 Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 8 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z5 1 0.3 1 17 -2.23 -1.2810 1 0.3 2 28 -0.57 -0.849 1 0.3 3 29 -0.42 -0.522 1 0.3 4 31 -0.12 -0.258 1 0.3 5 32 0.03 0.006 1 0.3 6 33 0.18 0.254 1 0.3 7 36 0.64 0.523 1 0.3 8 40 1.24 0.847 1 0.3 9 40 1.24 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9Mean, X bar (mg/kg) 31.78Standard deviation, s 6.63Square root of n, vn 3.00
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z2 1 0.3 1 21 -1.35 -1.346 1 0.3 2 23 -0.99 -0.911 1 0.3 3 25 -0.63 -0.609 1 0.3 4 25 -0.63 -0.354 1 0.3 5 26 -0.45 -0.1110 1 0.3 6 26 -0.45 0.113 1 0.3 7 32 0.63 0.357 1 0.3 8 33 0.81 0.605 1 0.3 9 35 1.17 0.918 1 0.3 10 39 1.89 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 28.50Standard deviation, s 5.55Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z8 1 0.3 1 14 -2.35 -1.28 9 2 0.8 1 10 -1.36 -1.3410 1 0.3 2 28 -0.59 -0.84 2 2 0.8 2 14 -0.90 -0.917 1 0.3 3 29 -0.46 -0.52 5 2 0.7 3 14 -0.90 -0.609 1 0.3 4 32 -0.08 -0.25 1 2 0.8 4 16 -0.68 -0.353 1 0.3 5 34 0.17 0.00 10 2 0.8 5 17 -0.56 -0.112 1 0.3 6 37 0.55 0.25 4 2 0.8 6 21 -0.10 0.111 1 0.2 7 40 0.92 0.52 3 2 0.8 7 27 0.58 0.354 1 0.3 8 40 0.92 0.84 7 2 0.8 8 30 0.93 0.605 1 0.3 9 40 0.92 1.28 6 2 0.8 9 34 1.39 0.91
8 2 0.8 10 36 1.61 1.34
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9 Number of samples, n 10Mean, X bar (mg/kg) 32.67 Mean, X bar (mg/kg) 21.90Standard deviation, s 7.93 Standard deviation, s 8.73Square root of n, vn 3.00 Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z7 1 0.3 1 20 -1.83 -1.28 6 2 0.6 1 12 -1.29 -1.349 1 0.3 2 28 -0.77 -0.84 1 2 0.5 2 15 -1.00 -0.9110 1 0.3 3 30 -0.51 -0.52 4 2 0.5 3 18 -0.71 -0.608 1 0.3 4 32 -0.25 -0.25 10 2 0.7 4 19 -0.62 -0.351 1 0.3 5 33 -0.12 0.00 9 2 0.7 5 22 -0.33 -0.113 1 0.3 6 36 0.28 0.25 8 2 0.8 6 23 -0.24 0.115 1 0.3 7 36 0.28 0.52 2 2 0.4 7 25 -0.05 0.356 1 0.3 8 42 1.07 0.84 3 2 0.6 8 38 1.19 0.602 1 0.3 9 48 1.85 1.28 7 2 0.8 9 38 1.19 0.91
5 2 0.5 10 45 1.86 1.34
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9 Number of samples, n 10Mean, X bar (mg/kg) 33.89 Mean, X bar (mg/kg) 25.50Standard deviation, s 7.61 Standard deviation, s 10.50Square root of n, vn 3.00 Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 12 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z6 1 0.3 1 11 -2.17 -1.222 1 0.3 2 26 -0.40 -0.767 1 0.3 3 27 -0.28 -0.439 1 0.3 4 29 -0.04 -0.143 1 0.3 5 31 0.19 0.148 1 0.3 6 33 0.43 0.431 1 0.3 7 36 0.78 0.765 1 0.3 8 42 1.49 1.22
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 8Mean, X bar (mg/kg) 29.38Standard deviation, s 8.47Square root of n, vn 2.83
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 13 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z4 1 0.3 1 14 -1.95 -1.157 1 0.3 2 22 -0.87 -0.671 1 0.3 3 28 -0.06 -0.322 1 0.3 4 31 0.35 0.006 1 0.3 5 32 0.48 0.323 1 0.3 6 36 1.02 0.675 1 0.3 7 36 1.02 1.15
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 7Mean, X bar (mg/kg) 28.43Standard deviation, s 7.40Square root of n, vn 2.65
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 14 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z1 1 0.3 1 5 -1.88 -0.97 5 2 0.8 1 12 -1.42 -0.844 1 0.3 2 29 0.05 -0.43 2 2 0.8 2 25 -0.38 -0.252 1 0.3 3 33 0.37 0.00 1 2 0.8 3 37 0.58 0.255 1 0.3 4 33 0.37 0.43 3 2 0.8 4 45 1.22 0.843 1 0.3 5 42 1.09 0.97
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 5 Number of samples, n 4Mean, X bar (mg/kg) 28.40 Mean, X bar (mg/kg) 29.75Standard deviation, s 12.45 Standard deviation, s 12.48Square root of n, vn 2.24 Square root of n, vn 2.00
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 15 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z4 1 0.3 1 15 -1.57 -1.86 1 2 0.8 1 9 -1.18 -1.672 1 0.3 2 27 -0.39 -1.53 2 2 0.8 2 11 -0.97 -1.311 1 0.3 3 29 -0.20 -1.32 4 2 0.8 3 22 0.19 -1.075 1 0.3 4 41 0.98 -1.15 5 2 0.8 4 24 0.40 -0.883 1 0.3 5 43 1.18 -1.01 3 2 0.8 5 35 1.57 -0.72
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 5 Number of samples, n 5Mean, X bar (mg/kg) 31.00 Mean, X bar (mg/kg) 20.20Standard deviation, s 10.20 Standard deviation, s 9.45Square root of n, vn 2.24 Square root of n, vn 2.24
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z2 1 0.3 1 23 -1.37 -1.07 6 2 1 21 -1.31 -1.155 1 0.3 2 25 -0.97 -0.57 3 2 0.8 2 26 -1.08 -0.674 1 0.3 3 27 -0.57 -0.18 7 2 3 29 -0.95 -0.321 1 0.3 4 34 0.84 0.18 2 2 0.8 4 62 0.54 0.003 1 0.3 5 35 1.04 0.57 5 2 0.8 5 63 0.59 0.327 1 6 35 1.04 1.07 4 2 0.8 6 69 0.86 0.67
1 2 0.8 7 80 1.35 1.15
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 6 Number of samples, n 7Mean, X bar (mg/kg) 29.83 Mean, X bar (mg/kg) 50.00Standard deviation, s 4.98 Standard deviation, s 22.14Square root of n, vn 2.45 Square root of n, vn 2.65
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z2 1 0.3 1 22 -1.88 -1.34 1 2 0.8 1 15 -0.85 -1.2810 1 0.3 2 25 -1.26 -0.91 9 2 0.5 2 17 -0.71 -0.849 1 0.3 3 26 -1.05 -0.60 4 2 0.8 3 18 -0.64 -0.527 1 0.3 4 30 -0.21 -0.35 3 2 0.8 4 22 -0.36 -0.251 1 0.3 5 32 0.21 -0.11 5 2 0.8 5 22 -0.36 0.005 1 0.3 6 34 0.63 0.11 8 2 0.8 6 22 -0.36 0.256 1 0.3 7 34 0.63 0.35 7 2 0.8 7 24 -0.22 0.528 1 0.3 8 35 0.84 0.60 10 2 0.8 8 43 1.12 0.843 1 0.3 9 36 1.05 0.91 6 2 0.8 9 61 2.38 1.284 1 0.3 10 36 1.05 1.34
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10 Number of samples, n 9Mean, X bar (mg/kg) 31.00 Mean, X bar (mg/kg) 27.11Standard deviation, s 4.77 Standard deviation, s 14.22Square root of n, vn 3.16 Square root of n, vn 3.00
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 18 Project Number: In12885 VanadiumSHALLOW DEEP
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y zBH
NumberSample Number
DepthRank
Concn
(mg/kg) y z1 1 0.3 1 19 -1.54 -1.34 4 2 0.8 1 5 -1.76 -1.287 1 0.3 2 21 -1.20 -0.91 8 2 0.8 2 17 -0.58 -0.842 1 0.3 3 24 -0.68 -0.60 1 2 0.8 3 19 -0.38 -0.525 1 0.3 4 24 -0.68 -0.35 2 2 0.8 4 20 -0.28 -0.258 1 0.3 5 25 -0.51 -0.11 6 2 0.8 5 21 -0.19 0.004 1 0.3 6 30 0.34 0.11 10 2 0.8 6 23 0.01 0.253 1 0.3 7 33 0.85 0.35 9 2 0.5 7 24 0.11 0.529 1 0.3 8 33 0.85 0.60 3 2 0.8 8 33 0.99 0.846 1 0.2 9 34 1.03 0.91 7 2 0.8 9 44 2.08 1.2810 1 0.3 10 37 1.54 1.34
Non-detects (%) 0 Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GAC Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10 Number of samples, n 9Mean, X bar (mg/kg) 28.00 Mean, X bar (mg/kg) 22.89Standard deviation, s 5.85 Standard deviation, s 10.17Square root of n, vn 3.16 Square root of n, vn 3.00
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, Mean is greater than the critical concentration, therefore H0 cannot be rejected therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 19 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z3 1 0.3 1 20 -1.20 -1.347 1 0.3 2 21 -0.08 -0.911 1 0.3 3 24 0.18 -0.608 1 0.3 4 24 0.18 -0.354 1 0.3 5 27 0.45 -0.115 1 0.3 6 28 0.54 0.116 1 0.2 7 31 0.80 0.359 1 0.3 8 39 1.51 0.6010 1 0.3 9 39 1.51 0.912 1 0.3 10 46 2.12 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 29.90Standard deviation, s 8.28Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 20 Project Number: In12885 VanadiumSHALLOW
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z3 1 0.3 1 13 -1.93 -1.347 1 0.3 2 17 -1.50 -0.914 1 0.3 3 28 -0.32 -0.601 1 0.3 4 31 0.00 -0.3510 1 0.3 5 31 0.00 -0.112 1 0.3 6 33 0.21 0.119 1 0.3 7 33 0.21 0.355 1 0.3 8 39 0.86 0.608 1 0.3 9 41 1.07 0.916 1 0.2 10 44 1.39 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 31.00Standard deviation, s 9.33Square root of n, vn 3.16
Null Hypothesis: True mean is equal to or greater than the critical concentrationAlternative Hypothesis: True mean is less than the critical concentration
Mean is greater than the critical concentration, therefore H0 cannot be rejected
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test4 2 0.8 1 4 -1.04 -1.22 Level of signif. 0.0510 2 0.8 2 6 -0.88 -0.76 Tcrit for n=18 8 2.032
3 2 1 3 9 -0.65 -0.43 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 9 -0.65 -0.14 x8= 43.0 T8= 2.056167 yes yes no5 2 0.8 5 14 -0.25 0.14 x7= 27.0 T7= 0.784721 no no no9 2 0.8 6 25 0.63 0.431 2 0.7 7 27 0.78 0.76 Normality Test6 2 0.7 8 43 2.06 1.22 Probablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 8Mean, X bar (mg/kg) 17.13Standard deviation, s 12.58Square root of n, vn 2.83
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -0.20Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 36.52
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test8 2 0.7 1 9 -0.77 -1.28 Level of signif. 0.059 2 0.7 2 9 -0.77 -0.84 Tcrit for n=18 9 2.11
7 2 0.7 3 10 -0.68 -0.52 Tn Tn>Tcrit? Outlier removed?5 2 0.7 4 11 -0.59 -0.25 x9= 44.0 T9= 2.288567 yes yes no6 2 0.7 5 11 -0.59 0.00 x8= 31.0 T8= 1.153981 no no no10 2 0.7 6 15 -0.24 0.254 2 0.7 7 20 0.19 0.52 Normality Test2 2 0.7 8 31 1.15 0.84 Probablity plot indicates non-normal distribution1 2 0.8 9 44 2.29 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9Mean, X bar (mg/kg) 17.78Standard deviation, s 11.46Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -0.06Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 34.43
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 5 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test9 2 0.8 1 6 -0.97 -1.28 Level of signif. 0.058 2 0.8 2 7 -0.87 -0.84 Tcrit for n=18 9 2.11
5 2 0.8 3 9 -0.67 -0.52 Tn Tn>Tcrit? Outlier removed?10 2 0.8 4 10 -0.56 -0.25 x9= 38.0 T9= 2.282522 yes yes no1 2 0.8 5 13 -0.26 0.00 x8= 26.0 T8= 1.062164 no no no3 2 0.8 6 13 -0.26 0.257 2 0.5 7 18 0.25 0.52 Normality Test4 2 0.8 8 26 1.06 0.84 Probablity plot indicates non-normal distribution6 2 0.8 9 38 2.28 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9Mean, X bar (mg/kg) 15.56Standard deviation, s 9.83Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -0.75Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 29.85
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 8 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test1 2 0.8 1 5 -1.06 -1.34 Level of signif. 0.059 2 0.8 2 6 -0.97 -0.91 Tcrit for n=18 10 2.176
3 2 0.8 3 8 -0.80 -0.60 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 8 -0.80 -0.35 x10= 44.0 T10= 2.299589 yes yes no8 2 0.7 5 13 -0.37 -0.11 x9= 29.0 T9= 1.007685 no no no2 2 0.8 6 19 0.15 0.115 2 0.8 7 19 0.15 0.35 Normality Test4 2 0.8 8 22 0.40 0.60 Probablity plot indicates non-normal distribution10 2 0.8 9 29 1.01 0.916 2 0.8 10 44 2.30 1.34
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 10Mean, X bar (mg/kg) 17.30Standard deviation, s 11.61Square root of n, vn 3.16
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -0.19Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 33.31
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 9 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test4 2 0.8 1 8 -0.97 -1.28 Level of signif. 0.057 2 0.8 2 8 -0.97 -0.84 Tcrit for n=18 9 2.11
5 2 0.8 3 9 -0.81 -0.52 Tn Tn>Tcrit? Outlier removed?8 2 0.8 4 9 -0.81 -0.25 x9= 28.0 T9= 2.19332 yes yes no1 2 0.8 5 13 -0.18 0.00 x8= 19.0 T8= 0.772049 no no no3 2 0.8 6 15 0.14 0.252 2 0.8 7 18 0.61 0.52 Normality Test10 2 0.8 8 19 0.77 0.84 Probablity plot indicates non-normal distribution6 2 0.8 9 28 2.19 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9Mean, X bar (mg/kg) 14.11Standard deviation, s 6.33Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -1.84Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 23.31
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 12 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test3 2 0.8 1 4 -1.16 -1.28 Level of signif. 0.058 2 0.8 2 8 -0.75 -0.84 Tcrit for n=18 9 2.11
4 2 0.8 3 9 -0.65 -0.52 Tn Tn>Tcrit? Outlier removed?7 2 0.8 4 10 -0.54 -0.25 x9= 35.0 T9= 2.007221 no no no9 2 0.8 5 10 -0.54 0.00 x8= 25.0 T8= 0.9866 no no no5 2 0.8 6 12 -0.34 0.251 2 0.8 7 25 0.99 0.52 Normality Test2 2 0.8 8 25 0.99 0.84 Probablity plot indicates non-normal distribution6 2 0.8 9 35 2.01 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9Mean, X bar (mg/kg) 15.33Standard deviation, s 9.80Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -0.82Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 29.57
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 13 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test7 2 0.8 1 5 -1.41 -1.07 Level of signif. 0.055 2 0.8 2 6 -1.15 -0.57 Tcrit for n=18 6 1.822
1 2 0.8 3 11 0.13 -0.18 Tn Tn>Tcrit? Outlier removed?3 2 0.8 4 11 0.13 0.18 x6= 15.0 T6= 1.152332 no no no2 2 0.8 5 15 1.15 0.57 x5= 15.0 T5= 1.152332 no no no6 2 0.8 6 15 1.15 1.07
Normality TestProbablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 6Mean, X bar (mg/kg) 10.50Standard deviation, s 3.91Square root of n, vn 2.45
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -4.70Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 4.90 k0<kcrit? Yes - can reject H0
Therefore a1= 0.04 UCL0.95 17.45
p1= 0.96p1= 96% therefore H0 can be rejected with high degree of confidence
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 19 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test7 2 0.8 1 4 -0.86 -1.28 Level of signif. 0.052 2 0.8 2 6 -0.72 -0.84 Tcrit for n=18 9 2.11
3 2 0.8 3 7 -0.64 -0.52 Tn Tn>Tcrit? Outlier removed?4 2 0.7 4 9 -0.50 -0.25 x9= 52.0 T9= 2.577279 yes yes no9 2 0.5 5 10 -0.43 0.00 x8= 23.0 T8= 0.501138 no no no8 2 0.8 6 16 0.00 0.2510 2 0.8 7 17 0.07 0.52 Normality Test1 2 0.8 8 23 0.50 0.84 Probablity plot indicates non-normal distribution6 2 0.8 9 52 2.58 1.28
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 9Mean, X bar (mg/kg) 16.00Standard deviation, s 13.97Square root of n, vn 3.00
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -0.43Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 36.30
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00 3.00
Site Name: Bassetsbury Allotments Plot 20 Project Number: In12885 Contaminant: Vanadium
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test1 2 0.8 1 3 -0.93 -1.22 Level of signif. 0.054 2 0.8 2 3 -0.93 -0.76 Tcrit for n=18 8 2.032
7 2 0.8 3 3 -0.93 -0.43 Tn Tn>Tcrit? Outlier removed?2 2 0.5 4 7 -0.48 -0.14 x8= 29.0 T8= 1.952504 no no no6 2 0.8 5 9 -0.26 0.14 x7= 20.0 T7= 0.955481 no no no3 2 0.8 6 17 0.62 0.4310 2 0.8 7 20 0.96 0.76 Normality Test9 2 0.5 8 29 1.95 1.22 Probablity plot indicates non-normal distribution
Non-detects (%) 0Critical concentration, Cc (mg/kg) 18 LQM CIEH GACNumber of samples, n 8Mean, X bar (mg/kg) 11.38Standard deviation, s 9.03Square root of n, vn 2.83
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -2.08Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 25.29
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00
Site Name: Bassetsbury Allotments Plot 2 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test4 2 0.8 1 13 -0.64 -1.67 Level of signif. 0.0510 2 0.8 2 13 -0.64 -1.31 Tcrit for n=18 20 2.557
3 2 1 3 23 -0.59 -1.07 Tn Tn>Tcrit? Outlier removed?9 2 0.8 4 50 -0.47 -0.88 x20= 1070.0 T20= 4.232 yes yes no4 1 0.3 5 59 -0.43 -0.71 x19= 180.0 T19= 0.130 no no no5 1 0.3 6 59 -0.43 -0.576 1 0.3 7 81 -0.33 -0.43 Normality Test3 1 0.3 8 89 -0.29 -0.30 Probablity plot indicates non-normal distribution2 1 0.3 9 115 -0.17 -0.181 2 0.7 10 122 -0.14 -0.067 2 0.8 11 122 -0.14 0.067 1 0.3 12 125 -0.12 0.185 2 0.8 13 126 -0.12 0.308 1 0.3 14 141 -0.05 0.431 1 0.3 15 145 -0.03 0.57
sms7 2 0.6 16 160 0.04 0.7110 1 0.3 17 168 0.07 0.889 1 0.3 18 177 0.12 1.07
sms7 1 0.2 19 180 0.13 1.316 2 0.7 20 1070 4.23 1.67
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 20Mean, X bar (mg/kg) 151.90Standard deviation, s 216.93Square root of n, vn 4.47
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -9.61Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 363.39
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 4 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test9 2 0.7 1 23 -0.91 -1.64 Level of signif. 0.0510 2 0.7 2 30 -0.86 -1.28 Tcrit for n=18 19 2.531
8 2 0.7 3 32 -0.85 -1.04 Tn Tn>Tcrit? Outlier removed?7 2 0.7 4 33 -0.84 -0.84 x19= 641.0 T19= 3.459 yes yes no5 2 0.7 5 35 -0.82 -0.67 x18= 291.0 T18= 0.985 no no no4 1 0.3 6 56 -0.68 -0.526 2 0.7 7 70 -0.58 -0.39 Normality Test8 1 0.3 8 72 -0.56 -0.25 Probablity plot indicates non-normal distribution3 1 0.3 9 95 -0.40 -0.134 2 0.7 10 140 -0.08 0.002 2 0.7 11 144 -0.05 0.137 1 0.3 12 152 0.00 0.251 2 0.8 13 178 0.19 0.396 1 0.3 14 196 0.31 0.525 1 0.3 15 208 0.40 0.6710 1 0.3 16 229 0.55 0.842 1 0.3 17 255 0.73 1.041 1 0.3 18 291 0.99 1.289 1 0.3 19 641 3.46 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 151.58Standard deviation, s 141.48Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -14.37Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 293.09
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 6 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test2 2 0.8 1 51 -0.79 -1.69 Level of signif. 0.058 2 0.8 2 69 -0.72 -1.34 Tcrit for n=18 21 2.58
10 2 0.7 3 77 -0.69 -1.10 Tn Tn>Tcrit? Outlier removed?3 2 0.7 4 105 -0.57 -0.91 x21= 1220.0 T21= 3.976 yes yes no6 2 0.7 5 119 -0.52 -0.75 x20= 503.0 T20= 1.050 no no no1 1 0.3 6 128 -0.48 -0.603 1 0.3 7 128 -0.48 -0.47 Normality Test5 2 0.8 8 146 -0.41 -0.35 Probablity plot indicates non-normal distribution4 1 0.3 9 148 -0.40 -0.239 2 0.7 10 150 -0.39 -0.11
sms4 1 0.2 11 150 -0.39 0.002 1 0.3 12 166 -0.32 0.115 1 0.3 13 216 -0.12 0.239 1 0.3 14 235 -0.04 0.358 1 0.3 15 239 -0.03 0.476 1 0.3 16 267 0.09 0.607 1 0.3 17 298 0.21 0.751 2 0.6 18 323 0.32 0.91
sms4 2 0.6 19 420 0.71 1.104 2 0.8 20 503 1.05 1.347 2 0.7 21 1220 3.98 1.69
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 21Mean, X bar (mg/kg) 245.62Standard deviation, s 245.08Square root of n, vn 4.58Null Hypothesis: True mean is equal to or greater than the critical concentrationTheorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -6.96
Level of Evidence against Null Hypothesis k0.05 4.36k1= 7.00 kcrit -4.36
Therefore a1= 0.02 k0<kcrit? Yes - can reject H0
p1= 0.98 UCL0.95 478.80p1= 98% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 10 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test9 2 0.8 1 33 -0.64 -1.64 Level of signif. 0.052 2 0.8 2 53 -0.56 -1.28 Tcrit for n=18 19 2.531
1 2 0.8 3 65 -0.50 -1.04 Tn Tn>Tcrit? Outlier removed?8 1 0.3 4 73 -0.47 -0.84 x19= 1100.0 T19= 4.142 yes yes no3 2 0.8 5 78 -0.44 -0.67 x18= 226.0 T18= 0.221 no no no7 1 0.3 6 122 -0.25 -0.523 1 0.3 7 125 -0.23 -0.39 Normality Test9 1 0.3 8 125 -0.23 -0.25 Probablity plot indicates non-normal distribution5 2 0.7 9 127 -0.22 -0.132 1 0.3 10 129 -0.21 0.004 1 0.3 11 131 -0.21 0.137 2 0.8 12 134 -0.19 0.258 2 0.8 13 141 -0.16 0.3910 1 0.3 14 143 -0.15 0.525 1 0.3 15 165 -0.05 0.674 2 0.8 16 183 0.03 0.846 2 0.8 17 205 0.13 1.041 1 0.2 18 226 0.22 1.2810 2 0.8 19 1100 4.14 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 176.74Standard deviation, s 222.93Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -8.63Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 UCL0.95 399.72
p1= 0.99p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 11 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test5 2 0.5 1 53 -0.88 -1.69 Level of signif. 0.056 2 0.6 2 63 -0.81 -1.34 Tcrit for n=18 21 2.58
9 1 0.3 3 92 -0.62 -1.10 Tn Tn>Tcrit? Outlier removed?3 1 0.3 4 93 -0.61 -0.91 x21= 672.0 T21= 3.334 yes yes no2 1 0.3 5 104 -0.54 -0.75 x20= 530.0 T20= 2.366 no no no7 1 0.3 6 106 -0.52 -0.608 1 0.3 7 111 -0.49 -0.47 Normality Test
sms3 2 0.6 8 120 -0.43 -0.35 Probablity plot indicates non-normal distribution7 2 0.8 9 124 -0.40 -0.236 1 0.3 10 126 -0.39 -0.1110 1 0.3 11 131 -0.35 0.00
sms3 1 0.2 12 150 -0.22 0.111 2 0.5 13 152 -0.21 0.235 1 0.3 14 152 -0.21 0.358 2 0.8 15 169 -0.09 0.474 2 0.5 16 176 -0.05 0.601 1 0.3 17 196 0.09 0.752 2 0.4 18 255 0.49 0.9110 2 0.7 19 260 0.53 1.109 2 0.7 20 530 2.37 1.343 2 0.6 21 672 3.33 1.69
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 21Mean, X bar (mg/kg) 182.62Standard deviation, s 146.79Square root of n, vn 4.58Null Hypothesis: True mean is equal to or greater than the critical concentrationTheorem Applied: Chebychev TestAlternative Hypothesis: True mean is less than the critical concentration k0 -13.59
Level of Evidence against Null Hypothesis k0.05 4.36k1= 9.95 kcrit -4.36
Therefore a1= 0.01 k0<kcrit? Yes - can reject H0
p1= 0.99 UCL0.95 322.28p1= 99% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 16 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test3 2 0.8 1 50 -0.77 -1.53 Level of signif. 0.052 2 0.8 2 63 -0.70 -1.15 Tcrit for n=18 15 2.409
4 2 0.8 3 99 -0.52 -0.89 Tn Tn>Tcrit? Outlier removed?5 1 0.3 4 101 -0.51 -0.67 x15= 893 T15= 3.395 yes yes no2 1 0.3 5 102 -0.51 -0.49 x13= 419 T13= 1.055 no no no4 1 0.3 6 113 -0.46 -0.321 1 0.3 7 134 -0.35 -0.16 Normality Test
sms8 2 0.6 8 160 -0.22 0.00 Probablity plot indicates non-normal distribution3 1 0.3 9 169 -0.18 0.165 2 0.8 10 171 -0.17 0.326 2 11 183 -0.11 0.49
sms8 1 0.2 12 190 -0.08 0.677 1 13 232 0.13 0.897 2 14 419 1.06 1.151 2 0.8 15 893 3.40 1.53
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 15Mean, X bar (mg/kg) 205.27Standard deviation, s 202.55Square root of n, vn 3.87
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -7.89Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 7.00 k0<kcrit? Yes - can reject H0
Therefore a1= 0.02 UCL0.95 433.29
p1= 0.98p1= 98% therefore H0 can be rejected with high degree of confidence
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 -1.00 0.00 1.00 2.00 3.00 4.00
Site Name: Bassetsbury Allotments Plot 17 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test9 2 0.5 1 48 -0.52 -1.64 Level of signif. 0.057 2 0.8 2 51 -0.52 -1.28 Tcrit for n=18 19 2.531
5 1 0.3 3 87 -0.43 -1.04 Tn Tn>Tcrit? Outlier removed?10 1 0.3 4 98 -0.40 -0.84 x19= 1970.0 T19= 4.084 yes yes no8 1 0.3 5 101 -0.40 -0.67 x18= 454.0 T18= 0.450 no no no9 1 0.3 6 103 -0.39 -0.526 1 0.3 7 110 -0.37 -0.39 Normality Test7 1 0.3 8 110 -0.37 -0.25 Probablity plot indicates non-normal distribution4 1 0.3 9 127 -0.33 -0.135 2 0.8 10 131 -0.32 0.001 1 0.3 11 133 -0.32 0.133 1 0.3 12 141 -0.30 0.252 1 0.3 13 165 -0.24 0.398 2 0.8 14 208 -0.14 0.524 2 0.8 15 293 0.06 0.6710 2 0.8 16 301 0.08 0.846 2 0.8 17 425 0.38 1.041 2 0.8 18 454 0.45 1.283 2 0.8 19 1970 4.08 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 266.11Standard deviation, s 417.20Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -3.68Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
kcrit -4.36k0<kcrit? No - cannot reject H0
UCL0.95 683.41
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 0.00 2.00 4.00
Site Name: Bassetsbury Allotments Plot 18 Project Number: In12885 Contaminant: Zinc
BH Number
Sample Number
DepthRank
Concn
(mg/kg) y z Outlier test4 2 0.8 1 29 -0.89 -1.64 Level of signif. 0.053 2 0.8 2 45 -0.79 -1.28 Tcrit for n=18 19 2.531
1 1 0.3 3 67 -0.64 -1.04 Tn Tn>Tcrit? Outlier removed?2 2 0.8 4 77 -0.57 -0.84 x19= 669.0 T19= 3.412 yes yes no1 2 0.8 5 84 -0.52 -0.67 x18= 465.0 T18= 2.040 no no no2 1 0.3 6 89 -0.49 -0.525 1 0.3 7 103 -0.40 -0.39 Normality Test10 1 0.3 8 109 -0.35 -0.25 Probablity plot indicates non-normal distribution7 1 0.3 9 118 -0.29 -0.136 1 0.2 10 124 -0.25 0.008 2 0.8 11 140 -0.15 0.134 1 0.3 12 147 -0.10 0.259 1 0.3 13 147 -0.10 0.3910 2 0.8 14 149 -0.09 0.528 1 0.3 15 151 -0.07 0.673 1 0.3 16 164 0.02 0.849 2 0.5 17 196 0.23 1.046 2 0.8 18 465 2.04 1.287 2 0.8 19 669 3.41 1.64
Non-detects (%) 0Critical concentration, Cc (mg/kg) 618 LQM CIEH GACNumber of samples, n 19Mean, X bar (mg/kg) 161.74Standard deviation, s 148.67Square root of n, vn 4.36
Theorem Applied: Chebychev TestNull Hypothesis: True mean is equal to or greater than the critical concentrationk0 -13.38Alternative Hypothesis: True mean is less than the critical concentration k0.05 4.36
Level of Evidence against Null Hypothesis kcrit -4.36k1= 9.95 t0= -13.37733 k0<kcrit? Yes - can reject H0
Therefore a1= 0.01 tp= 2.878 UCL0.95 310.44
p1= 0.99 P1= 0.995p1= 99% therefore HP1= 99.50%
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
-2.00 0.00 2.00 4.00