APPENDIX C
CHEMICAL TEST
CERTIFICATES
P/2015/00220
Received 09/02/15
James May QTS Environmental Ltd
Lustre Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JNt: 01622 850410
Site Reference: K & N Distribution Depot - Draycott-in-the-Clay
Project / Job Ref: 1309
Order No: None Supplied
Sample Receipt Date: 11/07/2014
Sample Scheduled Date: 14/07/2014
Report Issue Number: 1
Reporting Date: 18/07/2014
Authorised by: Authorised by:
Russell Jarvis Kevin OldDirector Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Admiral's Offices
The Historic Dockyard
Chatham
Kent
ME4 4TZ
QTS Environmental Report No: 14-22971
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 21
09/07/14 09/07/14 09/07/14 09/07/14 09/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS01 AWS01 AWS02 AWS03 AWS03
Topsoil Clay / Silt Clay / Silt Fill Clay / Silt
0.20 0.50 0.90 0.35 0.70
110722 110723 110725 110727 110728
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 9.4 8.0 7.5 7.4
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2 < 2
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.01 0.04 0.05 0.03
Total Organic Carbon (TOC) % < 0.1 NONE 1.7 0.7 0.8 0.2
Arsenic (As) mg/kg < 2 MCERTS 5 < 2 < 2 6
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.1 < 0.5 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 29 35 37 32
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 19 15 22 9
Lead (Pb) mg/kg < 3 MCERTS 23 14 15 8
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 30 33 35 33
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 76 65 89 58
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2 < 2
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
QTS Environmental Ltd ' Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis CertificateQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot - Draycott-
in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 21
09/07/14 09/07/14 09/07/14 09/07/14 09/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS04 AWS04 AWS05 AWS05 AWS06
Fill Clay / Silt MG Clay / Silt Fill
0.32 0.70 0.20 0.75 0.50
110729 110730 110731 110732 110733
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.6 7.4 7.2
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.01 0.02 0.02
Total Organic Carbon (TOC) % < 0.1 NONE 0.1 1 0.8
Arsenic (As) mg/kg < 2 MCERTS 4 2 < 2
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 1.6 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 35 23 31
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 7 74 20
Lead (Pb) mg/kg < 3 MCERTS 8 67 11
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 31 29 30
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 58 132 72
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
QTS Environmental Ltd ' Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis CertificateQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot - Draycott-
in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 21
09/07/14 10/07/14 10/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS06 AWS07 AWS07 AWS08 AWS08
Clay / Silt Fill MG Clay / Silt Clay / Silt
1.50 0.30 0.60 0.20 0.60
110734 110735 110736 110738 110739
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.1 7.7 7.4
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.02 0.07 0.03
Total Organic Carbon (TOC) % < 0.1 NONE 0.1 < 0.1 0.6
Arsenic (As) mg/kg < 2 MCERTS 13 22 2
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.7 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 43 20 33
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 12 52 11
Lead (Pb) mg/kg < 3 MCERTS 13 44 17
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 50 36 32
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 74 64 72
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
QTS Environmental Ltd ' Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis CertificateQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot - Draycott-
in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 21
10/07/14 10/07/14 10/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS09 AWS09 AWS10 AWS11 AWS12
Fill MG Topsoil Ash MG
0.20 0.40 0.10 0.50 0.20
110740 110741 110742 110743 110744
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.3 7.1 7.6 7.5
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2 < 2
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.03 0.03 0.10 0.35
Total Organic Carbon (TOC) % < 0.1 NONE 0.5 3.7 3 3.4
Arsenic (As) mg/kg < 2 MCERTS 3 4 16 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 29 25 19 22
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 21 18 90 38
Lead (Pb) mg/kg < 3 MCERTS 15 34 20 51
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 25 25 60 36
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 88 87 186 87
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2 < 2
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
QTS Environmental Ltd ' Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis CertificateQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot - Draycott-
in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 21
10/07/14
None Supplied
AWS12
Clay / Silt
0.50
110745
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected
pH pH Units N/a MCERTS 7.6
Total Cyanide mg/kg < 2 NONE < 2
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.08
Total Organic Carbon (TOC) % < 0.1 NONE 0.1
Arsenic (As) mg/kg < 2 MCERTS 6
W/S Boron mg/kg < 1 NONE < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 39
Chromium (hexavalent) mg/kg < 2 NONE < 2
Copper (Cu) mg/kg < 4 MCERTS 12
Lead (Pb) mg/kg < 3 MCERTS 12
Mercury (Hg) mg/kg < 1 NONE < 1
Nickel (Ni) mg/kg < 3 MCERTS 41
Selenium (Se) mg/kg < 3 NONE < 3
Zinc (Zn) mg/kg < 3 MCERTS 72
Total Phenols (monohydric) mg/kg < 2 NONE < 2
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
QTS Environmental Ltd ' Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis CertificateQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 18/07/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Site Reference: K & N Distribution Depot - Draycott-
in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 21
09/07/14 09/07/14 09/07/14 09/07/14 09/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS01 AWS01 AWS02 AWS03 AWS04
Topsoil Clay / Silt Clay / Silt Clay / Silt Clay / Silt
0.20 0.50 0.90 0.70 0.70
110722 110723 110725 110728 110730
Determinand Unit RL 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 0.20 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS < 0.1 0.55 < 0.1 < 0.1 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Pyrene mg/kg < 0.1 MCERTS < 0.1 0.39 < 0.1 < 0.1 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Chrysene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 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 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 < 1.6 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - Speciated PAHsQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 21
09/07/14 09/07/14 09/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS05 AWS05 AWS06 AWS07 AWS08
MG Clay / Silt Clay / Silt MG Clay / Silt
0.20 0.75 1.50 0.60 0.20
110731 110732 110734 110736 110738
Determinand Unit RL 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 < 0.1 < 0.1 < 0.1 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Chrysene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 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 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 < 1.6 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Reporting Date: 18/07/2014 QTSE Sample No
Soil Analysis Certificate - Speciated PAHsQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 21
10/07/14 10/07/14 10/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS09 AWS10 AWS11 AWS12 AWS12
MG Topsoil Ash MG Clay / Silt
0.40 0.10 0.50 0.20 0.50
110741 110742 110743 110744 110745
Determinand Unit RL 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 < 0.1 < 0.1 0.30 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.72 < 0.1
Pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.67 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.33 < 0.1
Chrysene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.36 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.45 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.14 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.32 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.19 < 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 < 0.1 < 0.1 < 0.1 0.18 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 3.6 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Soil Analysis Certificate - Speciated PAHsQTS Environmental Report No: 14-22971
Project / Job Ref: 1309 Additional Refs
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 21
09/07/14 09/07/14 09/07/14 09/07/14 09/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS01 AWS01 AWS01 AWS02 AWS02
Topsoil Clay / Silt Clay / Silt Clay / Silt Clay / Silt
0.20 0.50 1.50 0.90 2.30
110722 110723 110724 110725 110726
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 3 < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 31 < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 201 < 1 < 1 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 246 < 1 < 1 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 47 < 6 < 6 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 527 < 12 < 12 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 11 < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 105 < 1 < 1 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 188 < 1 < 1 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 34 < 6 < 6 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 338 < 12 < 12 < 12
Total >C5 - C35 mg/kg < 24 NONE < 24 865 < 24 < 24 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - TPH CWG BandedQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 21
09/07/14 09/07/14 09/07/14 09/07/14 09/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS03 AWS04 AWS05 AWS05 AWS06
Clay / Silt Clay / Silt MG Clay / Silt Clay / Silt
0.70 0.70 0.20 0.75 1.50
110728 110730 110731 110732 110734
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 51
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 127
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 87
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 < 12 < 12 < 12 266
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 10
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 49
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 46
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 3
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 < 12 < 12 < 12 107
Total >C5 - C35 mg/kg < 24 NONE < 24 < 24 < 24 < 24 373
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - TPH CWG BandedQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 21
10/07/14 10/07/14 10/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS07 AWS07 AWS08 AWS09 AWS10
MG Clay / Silt Clay / Silt MG Topsoil
0.60 1.40 0.20 0.40 0.10
110736 110737 110738 110741 110742
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 2 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Total >C5 - C35 mg/kg < 24 NONE < 24 < 24 < 24 < 24 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - TPH CWG BandedQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 21
10/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied
AWS11 AWS12 AWS12
Ash MG Clay / Silt
0.50 0.20 0.50
110743 110744 110745
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 8 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 < 12 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 9 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 15 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 24 < 12
Total >C5 - C35 mg/kg < 24 NONE < 24 32 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - TPH CWG BandedQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 18/07/2014 QTSE Sample No
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 13 of 21
09/07/14 09/07/14 09/07/14 09/07/14 09/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS01 AWS01 AWS01 AWS02 AWS02
Topsoil Clay / Silt Clay / Silt Clay / Silt Clay / Silt
0.20 0.50 1.50 0.90 2.30
110722 110723 110724 110725 110726
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - BTEX / MTBEQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 14 of 21
09/07/14 09/07/14 09/07/14 09/07/14 09/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS03 AWS04 AWS05 AWS05 AWS06
Clay / Silt Clay / Silt MG Clay / Silt Clay / Silt
0.70 0.70 0.20 0.75 1.50
110728 110730 110731 110732 110734
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 191
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 53
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 16
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - BTEX / MTBEQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 15 of 21
10/07/14 10/07/14 10/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS07 AWS07 AWS08 AWS09 AWS10
MG Clay / Silt Clay / Silt MG Topsoil
0.60 1.40 0.20 0.40 0.10
110736 110737 110738 110741 110742
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - BTEX / MTBEQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 18/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 16 of 21
10/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied
AWS11 AWS12 AWS12
Ash MG Clay / Silt
0.50 0.20 0.50
110743 110744 110745
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - BTEX / MTBEQTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 18/07/2014 QTSE Sample No
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 17 of 21
09/07/14 09/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied
AWS05 AWS06 AWS07 AWS09
Clay / Silt Clay / Silt MG MG
0.75 1.50 0.60 0.40
110732 110734 110736 110741
Determinand Unit RL Accreditation
Dichlorodifluoromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Vinyl Chloride ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Chloromethane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10
Chloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Bromomethane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10
Trichlorofluoromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,1-Dichloroethene ug/kg < 5 ISO17025 < 5 < 5 < 5 < 5
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
trans-1,2-Dichloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,1-Dichloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
cis-1,2-Dichloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
2,2-Dichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Chloroform ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Bromochloromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,1,1-Trichloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,1-Dichloropropene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10
Carbon Tetrachloride ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,2-Dichloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2
1,2-Dichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Trichloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Bromodichloromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Dibromomethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
TAME ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
cis-1,3-Dichloropropene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
trans-1,3-Dichloropropene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,1,2-Trichloroethane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10
1,3-Dichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Tetrachloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Dibromochloromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,2-Dibromoethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Chlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,1,1,2-Tetrachloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Ethyl Benzene ug/kg < 10 MCERTS < 10 191 < 10 < 10
m,p-Xylene ug/kg < 10 MCERTS < 10 53 < 10 < 10
o-Xylene ug/kg < 10 MCERTS < 10 16 < 10 < 10
Styrene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Bromoform ug/kg < 10 MCERTS < 10 < 10 < 10 < 10
Isopropylbenzene ug/kg < 5 MCERTS < 5 293 < 5 < 5
1,1,2,2-Tetrachloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,2,3-Trichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
n-Propylbenzene ug/kg < 5 MCERTS < 5 551 < 5 < 5
Bromobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
2-Chlorotoluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,3,5-Trimethylbenzene ug/kg < 5 MCERTS < 5 1180 < 5 < 5
4-Chlorotoluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
tert-Butylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,2,4-Trimethylbenzene ug/kg < 5 MCERTS < 5 1670 < 5 < 5
sec-Butylbenzene ug/kg < 5 MCERTS < 5 559 < 5 < 5
p-Isopropyltoluene ug/kg < 5 MCERTS < 5 1439 < 5 < 5
1,3-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,4-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
n-Butylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,2-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
1,2-Dibromo-3-chloropropane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10
Hexachlorobutadiene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - Volatile Organic Compounds (VOC)QTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 18/07/2014 QTSE Sample No
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 18 of 21
09/07/14 09/07/14 10/07/14 10/07/14
None Supplied None Supplied None Supplied None Supplied
AWS05 AWS06 AWS07 AWS09
Clay / Silt Clay / Silt MG MG
0.75 1.50 0.60 0.40
110732 110734 110736 110741
Determinand Unit RL Accreditation
Phenol mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
1,2,4-Trichlorobenzene mg/kg < 0.1 ISO17025 < 0.1 < 0.1 < 0.1 < 0.1
2-Nitrophenol mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
Nitrobenzene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
0-Cresol mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
bis(2-chloroethoxy)methane mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
bis(2-chloroethyl)ether mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
2,4-Dichlorophenol mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
2-Chlorophenol mg/kg < 0.1 ISO17025 < 0.1 < 0.1 < 0.1 < 0.1
1,3-Dichlorobenzene mg/kg < 0.1 ISO17025 < 0.1 < 0.1 < 0.1 < 0.1
1,4-Dichlorobenzene mg/kg < 0.1 ISO17025 < 0.1 < 0.1 < 0.1 < 0.1
1,2-Dichlorobenzene mg/kg < 0.1 ISO17025 < 0.1 < 0.1 < 0.1 < 0.1
2,4-Dimethylphenol mg/kg < 0.15 ISO17025 < 0.15 < 0.15 < 0.15 < 0.15
Isophorone mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
Hexachloroethane mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
p-Cresol mg/kg < 0.15 MCERTS < 0.15 < 0.15 < 0.15 < 0.15
2,4,6-Trichlorophenol mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
2,4,5-Trichlorophenol mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
2-Nitroaniline mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
4-Chloro-3-methylphenol mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
2-Methylnaphthalene mg/kg < 0.1 MCERTS < 0.1 0.4 < 0.1 < 0.1
Hexachlorocyclopentadiene mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
Hexachlorobutadiene mg/kg < 0.1 ISO17025 < 0.1 < 0.1 < 0.1 < 0.1
2,6-Dinitrotoluene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
Dimethyl phthalate mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
2-Chloronaphthalene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
4-Chloroanaline mg/kg < 0.2 NONE < 0.2 < 0.2 < 0.2 < 0.2
4-Nitrophenol mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
4-Chlorophenyl phenyl ether mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
3-Nitroaniline mg/kg < 0.1 NONE < 0.1 0.1 < 0.1 < 0.1
4-Nitroaniline mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
4-Bromophenyl phenyl ether mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
Hexachlorobenzene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
2,4-Dinitrotoluene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
Diethyl phthalate mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
Dibenzofuran mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
Azobenzene mg/kg < 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1
Dibutyl phthalate mg/kg < 0.15 ISO17025 < 0.15 < 0.15 < 0.15 < 0.15
Carbazole mg/kg < 0.1 ISO17025 < 0.1 < 0.1 < 0.1 < 0.1
bis(2-ethylhexyl)phthalate mg/kg < 0.2 MCERTS < 0.2 < 0.2 < 0.2 < 0.2
Benzyl butyl phthalate mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
Di-n-octyl phthalate mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - Semi Volatile Organic Compounds (SVOC)QTS Environmental Report No: 14-22971 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 18/07/2014 QTSE Sample No
Site Reference: K & N Distribution Depot -
Draycott-in-the-Clay
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 19 of 21
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%) 110722 AWS01 Topsoil 0.20 11.8
110723 AWS01 Clay / Silt 0.50 16.9
110724 AWS01 Clay / Silt 1.50 18.1
110725 AWS02 Clay / Silt 0.90 17
110726 AWS02 Clay / Silt 2.30 15.2
110728 AWS03 Clay / Silt 0.70 8.3
110730 AWS04 Clay / Silt 0.70 14.2
110731 AWS05 MG 0.20 10
110732 AWS05 Clay / Silt 0.75 15.4
110734 AWS06 Clay / Silt 1.50 17.9
110736 AWS07 MG 0.60 11
110737 AWS07 Clay / Silt 1.40 19.2
110738 AWS08 Clay / Silt 0.20 16.5
110741 AWS09 MG 0.40 16.1
110742 AWS10 Topsoil 0.10 24
110743 AWS11 Ash 0.50 24.6
110744 AWS12 MG 0.20 9.4
110745 AWS12 Clay / Silt 0.50 13.5
Moisture content is part of procedure E003 & is not an accredited testInsufficient Sample
I/S
Unsuitable Sample U/S
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - Sample DescriptionsQTS Environmental Report No: 14-22971
Lustre Consulting Ltd
Site Reference: K & N Distribution Depot - Draycott-in-the-Clay
Project / Job Ref: 1309
Order No: None Supplied
Reporting Date: 18/07/2014
Sample Matrix Description
Light brown clayey gravel with vegetation and rubble
Light brown clay
Light brown clayLight brown clay
Light brown clay
Light brown clay
Light brown clay
Light brown clayey gravel with rubble and vegetation
Light brown clay
Brown gravelly clay with rubble and vegetation
Brown clayey gravel with concrete and vegetation
Light brown clay
Light brown clay
Light brown gravelly clay with rubble and stones
Light brown clayey gravel
Light brown clayey gravel with vegetation
Light brown clay with stones and vegetation
Light brown clayey sand with vegetation
QTS Environmental Ltd - Registered in England No 06620874 Page 20 of 21
Matrix Analysed
On
Determinand Brief Method Description Method
NoSoil D Boron - Water Soluble Determination of water soluble boron in soil by 2:1 hot water extract followed by ICP-OES E012
Soil AR BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E009
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 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 Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E011
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil AR Electrical Conductivity Determination of electrical conductivity by addition of water followed by electrometric measurement E023
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by GC-MS E020
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E009
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by
titration with iron (II) sulphateE010
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Nitrate - Water Soluble (2:1) Determination of nitrate by extraction with water & analysed by ion chromatography E009
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE010
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 E011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E021
Soil D Phosphate - Water Soluble (2:1) Determination of phosphate by extraction with water & analysed by ion chromatography E009
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of sulphate by extraction with water & analysed by ion chromatography E009
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil AR Sulphide Determination of sulphide by distillation followed by colorimetry E018
Soil D Sulphur - Total Determination of total sulphur by extraction with aqua-regia followed by ICP-OES E024
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by
GC-MSE006
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 Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E011
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE010
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 VOCs Determination of volatile organic compounds by headspace GC-MS E001
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
D Dried
AR As Received
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Order No: None Supplied
Reporting Date: 18/07/2014
Tel : 01622 850410 '
Soil Analysis Certificate - Methodology & Miscellaneous InformationQTS Environmental Report No: 14-22971
Lustre Consulting Ltd
Site Reference: K & N Distribution Depot - Draycott-in-the-Clay
Project / Job Ref: 1309
QTS Environmental Ltd - Registered in England No 06620874 Page 21 of 21
James May QTS Environmental Ltd
Lustre Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JNt: 01622 850410
Site Reference: Draycott in the Clay
Project / Job Ref: 1309
Order No: None Supplied
Sample Receipt Date: 17/07/2014
Sample Scheduled Date: 17/07/2014
Report Issue Number: 2
Reporting Date: 23/07/2014
Authorised by: Authorised by:
Russell Jarvis Kevin OldDirector Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Admiral's Offices
The Historic Dockyard
Chatham
Kent
ME4 4TZ
QTS Environmental Report No: 14-23129
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 11
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS02 AWS03 AWS04 AWS06 AWS07
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
111381 111382 111383 111384 111385
Determinand Unit RL Accreditation
pH pH Units N/a ISO17025 7.5 7.1 7.1 7.4 7.7
Total Cyanide ug/l < 5 NONE < 5 < 5 < 5 < 5 < 5
Sulphate as SO4 mg/l < 1 ISO17025 84 280 214 73 87
Total Organic Carbon (TOC) mg/l < 0.1 NONE 6.3 3.6 7.1 11.8 2.6
Arsenic (dissolved) ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Boron (dissolved) ug/l < 50 NONE 121 88 60 < 50 182
Cadmium (dissolved) ug/l < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
Chromium (dissolved) ug/l < 5 NONE < 5 < 5 < 5 < 5 6
Chromium (hexavalent) ug/l < 5 NONE < 5 < 5 < 5 < 5 < 5
Copper (dissolved) ug/l < 10 NONE < 10 22 20 < 10 < 10
Lead (dissolved) ug/l < 5 NONE 8 7 14 < 5 10
Mercury (dissolved) ug/l < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Nickel (dissolved) ug/l < 7 NONE < 7 < 7 < 7 < 7 < 7
Selenium (dissolved) ug/l < 5 NONE < 5 < 5 < 5 < 5 6
Zinc (dissolved) ug/l < 5 NONE 20 28 33 7 39
Total Phenols ug/l < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
EPH (C10 - C40) ug/l < 10 NONE 36 < 10 76 791 < 10
Subcontracted analysis (S)
Insufficient sample I/S
Unsuitable Sample U/S
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis CertificateQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 11
None Supplied
None Supplied
AWS11
None Supplied
None Supplied
111386
Determinand Unit RL Accreditation
pH pH Units N/a ISO17025 7.1
Total Cyanide ug/l < 5 NONE < 5
Sulphate as SO4 mg/l < 1 ISO17025 954
Total Organic Carbon (TOC) mg/l < 0.1 NONE 3.5
Arsenic (dissolved) ug/l < 10 NONE 13
Boron (dissolved) ug/l < 50 NONE 141
Cadmium (dissolved) ug/l < 0.5 NONE < 0.5
Chromium (dissolved) ug/l < 5 NONE < 5
Chromium (hexavalent) ug/l < 5 NONE < 5
Copper (dissolved) ug/l < 10 NONE 22
Lead (dissolved) ug/l < 5 NONE < 5
Mercury (dissolved) ug/l < 0.05 NONE < 0.05
Nickel (dissolved) ug/l < 7 NONE < 7
Selenium (dissolved) ug/l < 5 NONE < 5
Zinc (dissolved) ug/l < 5 NONE 38
Total Phenols ug/l < 0.5 NONE < 0.5
EPH (C10 - C40) ug/l < 10 NONE < 10
Subcontracted analysis (S)
Insufficient sample I/S
Unsuitable Sample U/S
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis CertificateQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 11
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS02 AWS03 AWS04 AWS06 AWS07
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
111381 111382 111383 111384 111385
Determinand Unit RL Accreditation
Naphthalene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Acenaphthylene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Acenaphthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 0.19 < 0.01
Fluorene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 0.25 < 0.01
Phenanthrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 0.13 < 0.01
Anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Pyrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(a)anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Chrysene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(b)fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(k)fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(a)pyrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Indeno(1,2,3-cd)pyrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Dibenz(a,h)anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(ghi)perylene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Total EPA-16 PAHs ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 0.57 < 0.01
-
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis Certificate - Speciated PAHQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 11
None Supplied
None Supplied
AWS11
None Supplied
None Supplied
111386
Determinand Unit RL Accreditation
Naphthalene ug/l < 0.01 NONE < 0.01
Acenaphthylene ug/l < 0.01 NONE < 0.01
Acenaphthene ug/l < 0.01 NONE < 0.01
Fluorene ug/l < 0.01 NONE < 0.01
Phenanthrene ug/l < 0.01 NONE < 0.01
Anthracene ug/l < 0.01 NONE < 0.01
Fluoranthene ug/l < 0.01 NONE < 0.01
Pyrene ug/l < 0.01 NONE < 0.01
Benzo(a)anthracene ug/l < 0.01 NONE < 0.01
Chrysene ug/l < 0.01 NONE < 0.01
Benzo(b)fluoranthene ug/l < 0.01 NONE < 0.01
Benzo(k)fluoranthene ug/l < 0.01 NONE < 0.01
Benzo(a)pyrene ug/l < 0.01 NONE < 0.01
Indeno(1,2,3-cd)pyrene ug/l < 0.01 NONE < 0.01
Dibenz(a,h)anthracene ug/l < 0.01 NONE < 0.01
Benzo(ghi)perylene ug/l < 0.01 NONE < 0.01
Total EPA-16 PAHs ug/l < 0.01 NONE < 0.01
-
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis Certificate - Speciated PAHQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 11
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS02 AWS03 AWS04 AWS06 AWS07
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
111381 111382 111383 111384 111385
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 ug/l < 10 NONE 195 < 10 < 10 < 10 < 10
Aliphatic >C6 - C8 ug/l < 10 NONE 530 < 10 4680 < 10 < 10
Aliphatic >C8 - C10 ug/l < 10 NONE 23 < 10 < 10 50 < 10
Aliphatic >C10 - C12 ug/l < 10 NONE < 10 < 10 < 10 72 < 10
Aliphatic >C12 - C16 ug/l < 10 NONE < 10 < 10 < 10 25 < 10
Aliphatic >C16 - C21 ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Aliphatic >C21 - C34 ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Aliphatic (C5 - C34) ug/l < 70 NONE 748 < 70 4680 147 < 70
Aromatic >C5 - C7 ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Aromatic >C7 - C8 ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Aromatic >C8 - C10 ug/l < 10 NONE < 10 < 10 < 10 130 < 10
Aromatic >C10 - C12 ug/l < 10 NONE < 10 < 10 < 10 418 < 10
Aromatic >C12 - C16 ug/l < 10 NONE < 10 < 10 14 146 < 10
Aromatic >C16 - C21 ug/l < 10 NONE < 10 < 10 10 < 10 < 10
Aromatic >C21 - C35 ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Aromatic (C5 - C35) ug/l < 70 NONE < 70 < 70 < 70 693 < 70
Total >C5 - C35 ug/l < 140 NONE 748 < 140 4705 840 < 140
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis Certificate - TPH CWG BandedQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 11
None Supplied
None Supplied
AWS11
None Supplied
None Supplied
111386
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 ug/l < 10 NONE < 10
Aliphatic >C6 - C8 ug/l < 10 NONE < 10
Aliphatic >C8 - C10 ug/l < 10 NONE < 10
Aliphatic >C10 - C12 ug/l < 10 NONE < 10
Aliphatic >C12 - C16 ug/l < 10 NONE < 10
Aliphatic >C16 - C21 ug/l < 10 NONE < 10
Aliphatic >C21 - C34 ug/l < 10 NONE < 10
Aliphatic (C5 - C34) ug/l < 70 NONE < 70
Aromatic >C5 - C7 ug/l < 10 NONE < 10
Aromatic >C7 - C8 ug/l < 10 NONE < 10
Aromatic >C8 - C10 ug/l < 10 NONE < 10
Aromatic >C10 - C12 ug/l < 10 NONE < 10
Aromatic >C12 - C16 ug/l < 10 NONE < 10
Aromatic >C16 - C21 ug/l < 10 NONE < 10
Aromatic >C21 - C35 ug/l < 10 NONE < 10
Aromatic (C5 - C35) ug/l < 70 NONE < 70
Total >C5 - C35 ug/l < 140 NONE < 140
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis Certificate - TPH CWG BandedQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 11
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
AWS02 AWS03 AWS04 AWS06 AWS07
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
111381 111382 111383 111384 111385
Determinand Unit RL Accreditation
Benzene ug/l < 1 ISO17025 < 1 < 1 < 1 < 1 < 1
Toluene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
p & m-xylene ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
o-xylene ug/l < 5 ISO17025 < 5 < 5 < 5 31 < 5
MTBE ug/l < 10 ISO17025 195 < 10 < 10 < 10 < 10
.
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis Certificate - BTEX / MTBEQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 11
None Supplied
None Supplied
AWS11
None Supplied
None Supplied
111386
Determinand Unit RL Accreditation
Benzene ug/l < 1 ISO17025 < 1
Toluene ug/l < 5 ISO17025 < 5
Ethylbenzene ug/l < 5 ISO17025 < 5
p & m-xylene ug/l < 10 ISO17025 < 10
o-xylene ug/l < 5 ISO17025 < 5
MTBE ug/l < 10 ISO17025 < 10
.
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis Certificate - BTEX / MTBEQTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
Reporting Date: 23/07/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 11
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
AWS02 AWS04 AWS07
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
111381 111383 111385
Determinand Unit RL Accreditation
Dichlorodifluoromethane ug/l < 5 ISO17025 < 5 < 5 < 5
Vinyl Chloride ug/l < 5 ISO17025 < 5 < 5 < 5
Chloromethane ug/l < 5 ISO17025 < 5 < 5 < 5
Chloroethane ug/l < 5 ISO17025 < 5 < 5 < 5
Bromomethane ug/l < 5 ISO17025 < 5 < 5 < 5
Trichlorofluoromethane ug/l < 5 ISO17025 < 5 < 5 < 5
1,1-Dichloroethene ug/l < 5 ISO17025 < 5 < 5 < 5
MTBE ug/l < 10 ISO17025 195 < 10 < 10
trans-1,2-Dichloroethene ug/l < 5 ISO17025 < 5 < 5 < 5
1,1-Dichloroethane ug/l < 5 ISO17025 < 5 < 5 < 5
cis-1,2-Dichloroethene ug/l < 5 ISO17025 < 5 < 5 < 5
2,2-Dichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5
Chloroform ug/l < 5 ISO17025 < 5 < 5 < 5
Bromochloromethane ug/l < 10 ISO17025 < 10 < 10 < 10
1,1,1-Trichloroethane ug/l < 5 ISO17025 < 5 < 5 < 5
1,1-Dichloropropene ug/l < 5 ISO17025 < 5 < 5 < 5
Carbon Tetrachloride ug/l < 5 ISO17025 < 5 < 5 < 5
1,2-Dichloroethane ug/l < 10 ISO17025 < 10 < 10 < 10
Benzene ug/l < 1 ISO17025 < 1 < 1 < 1
1,2-Dichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5
Trichloroethene ug/l < 5 ISO17025 < 5 4680 < 5
Bromodichloromethane ug/l < 5 ISO17025 < 5 < 5 < 5
Dibromomethane ug/l < 5 ISO17025 < 5 < 5 < 5
TAME ug/l < 5 ISO17025 530 < 5 < 5
cis-1,3-Dichloropropene ug/l < 5 ISO17025 < 5 < 5 < 5
Toluene ug/l < 5 ISO17025 < 5 < 5 < 5
trans-1,3-Dichloropropene ug/l < 5 ISO17025 < 5 < 5 < 5
1,1,2-Trichloroethane ug/l < 10 ISO17025 < 10 < 10 < 10
1,3-Dichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5
Tetrachloroethene ug/l < 5 ISO17025 < 5 < 5 < 5
Dibromochloromethane ug/l < 5 ISO17025 < 5 < 5 < 5
1,2-Dibromoethane ug/l < 5 ISO17025 < 5 < 5 < 5
Chlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5
1,1,1,2-Tetrachloroethane ug/l < 5 ISO17025 < 5 < 5 < 5
Ethyl Benzene ug/l < 5 ISO17025 < 5 < 5 < 5
m,p-Xylene ug/l < 10 ISO17025 < 10 < 10 < 10
o-Xylene ug/l < 5 ISO17025 < 5 < 5 < 5
Styrene ug/l < 5 ISO17025 < 5 < 5 < 5
Bromoform ug/l < 10 ISO17025 < 10 < 10 < 10
Isopropylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5
1,1,2,2-Tetrachloroethane ug/l < 10 ISO17025 < 10 < 10 < 10
1,2,3-Trichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5
n-Propylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5
Bromobenzene ug/l < 5 ISO17025 < 5 < 5 < 5
2-Chlorotoluene ug/l < 5 ISO17025 < 5 < 5 < 5
1,3,5-Trimethylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5
4-Chlorotoluene ug/l < 5 ISO17025 < 5 < 5 < 5
tert-Butylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5
1,2,4-Trimethylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5
sec-Butylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5
p-Isopropyltoluene ug/l < 5 ISO17025 < 5 < 5 < 5
1,3-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5
1,4-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5
n-Butylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5
1,2-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5
1,2-Dibromo-3-chloropropane ug/l < 10 ISO17025 < 10 < 10 < 10
Hexachlorobutadiene ug/l < 5 ISO17025 < 5 < 5 < 5
-
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Water Analysis Certificate - Volatile Organic Compounds (VOC)QTS Environmental Report No: 14-23129 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 23/07/2014 QTSE Sample No
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 11
Matrix Analysed
On
Determinand Brief Method Description Method
No
Water UF AlkalinityDetermination of alkalinity by titration against hydrochloric acid using bromocresol green as the end
pointE103
Water UF BTEX Determination of BTEX by headspace GC-MS E101
Water F Cations Determination of cations by filtration followed by ICP-MS E102
Water UF Chemical Oxygen Demand (COD) Determination using a COD reactor followed by colorimetry E112
Water F Chloride Determination of chloride by filtration & analysed by ion chromatography E109
Water F Chromium - Hexavalent Determination of hexavalent chromium by acidification, addition of 1,5 diphenylcarbazide followed by colorimetryE116
Water UF Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E115
Water UF Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E115
Water UF Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E115
Water UF Cyclohexane Extractable Matter (CEM) Gravimetrically determined through liquid:liquid extraction with cyclohexane E111
Water F Diesel Range Organics (C10 - C24) Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F Dissolved Organic Content (DOC) Determination of DOC by filtration followed by low heat with persulphate addition followed by IR detectionE110
Water UF Electrical Conductivity Determination of electrical conductivity by electrometric measurement E123
Water F EPH (C10 – C40) Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F EPH TEXAS Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F Fluoride Determination of Fluoride by filtration & analysed by ion chromatography E109
Water F Hardness Determination of Ca and Mg by ICP-MS followed by calculation E102
Leachate F Leachate Preparation - NRA Based on National Rivers Authority leaching test 1994 E301
Leachate F Leachate Preparation - WAC Based on BS EN 12457 Pt1, 2, 3 E302
Water F Metals Determination of metals by filtration followed by ICP-MS E102
Water F Mineral Oil (C10 - C40) Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F Nitrate Determination of nitrate by filtration & analysed by ion chromatography E109
Water UF Monohydric Phenol Determination of phenols by distillation followed by colorimetry E121
Water F PAH - Speciated (EPA 16)Determination of PAH compounds by concentration through SPE cartridge, collection in
dichloromethane followed by GC-MSE105
Water F PCB - 7 Congeners Determination of PCB compounds by concentration through SPE cartridge, collection in dichloromethane followed by GC-MSE108
Water UF Petroleum Ether Extract (PEE) Gravimetrically determined through liquid:liquid extraction with petroleum ether E111
Water UF pH Determination of pH by electrometric measurement E107
Water F Phosphate Determination of phosphate by filtration & analysed by ion chromatography E109
Water UF Redox Potential Determination of redox potential by electrometric measurement E113
Water F Sulphate (as SO4) Determination of sulphate by filtration & analysed by ion chromatography E109
Water UF Sulphide Determination of sulphide by distillation followed by colorimetry E118
Water F SVOCDetermination of semi-volatile organic compounds by concentration through SPE cartridge, collection
in dichloromethane followed by GC-MSE106
Water UF Toluene Extractable Matter (TEM) Gravimetrically determined through liquid:liquid extraction with toluene E111
Water UF Total Organic Carbon (TOC) Low heat with persulphate addition followed by IR detection E110
Water F TPH CWG Determination of liquid:liquid extraction with hexane, fractionating with SPE followed by GC-FID E104
Water F TPH LQM Determination of liquid:liquid extraction with hexane, fractionating with SPE followed by GC-FID E104
Water UF VOCs Determination of volatile organic compounds by headspace GC-MS E101
Water UF VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E101
Key
F Filtered
UF Unfiltered
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Order No: None Supplied
Reporting Date: 23/07/2014
Tel : 01622 850410 '
Soil Analysis Certificate - Methodology & Miscellaneous InformationQTS Environmental Report No: 14-23129
Lustre Consulting Ltd
Site Reference: Draycott in the Clay
Project / Job Ref: 1309
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 11
Matthew Larkin QTS Environmental Ltd
Lustre Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JNt: 01622 850410
Site Reference: Draycott in the Clay
Project / Job Ref: 1309
Order No: None Supplied
Sample Receipt Date: 17/07/2014
Sample Scheduled Date: 31/07/2014
Report Issue Number: 1
Reporting Date: 04/08/2014
Authorised by: Authorised by:
Russell Jarvis Kevin OldDirector Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Admiral's Offices
The Historic Dockyard
Chatham
Kent
ME4 4TZ
QTS Environmental Report No: 14-23462
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 2
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
AWS06 BH1 BH3
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
112751 112752 112753
Determinand Unit RL Accreditation
EPH (>C8 - C10) % < 1 NONE 15 1 6
EPH (>C10 - C12) % < 1 NONE 46 5 12
EPH (>C12 - C16) % < 1 NONE 29 32 36
EPH (>C16 - C21) % < 1 NONE 7 47 39
EPH (>C21 - C40) % < 1 NONE 3 15 7
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410
Oil Analysis Certificate - EPH BandedQTS Environmental Report No: 14-23462 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 04/08/2014 QTSE Sample No
Site Reference: Draycott in the Clay TP / BH NoProject / Job Ref: 1309 Additional Refs
Order No: None Supplied Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 2
Amy Khan QTS Environmental Ltd
Lustre Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: K & N Distribution Depot, Derby
Project / Job Ref: 1309
Order No: 1309
Sample Receipt Date: 16/10/2014
Sample Scheduled Date: 16/10/2014
Report Issue Number: 1
Reporting Date: 22/10/2014
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Admiral's Offices
The Historic Dockyard
Chatham
Kent
ME4 4TZ
QTS Environmental Report No: 14-25663
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 28
10/09/14 09/09/14 09/09/14 10/09/14 10/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
SP1 TP1 TP2 TP3 TP3
None Supplied None Supplied None Supplied None Supplied None Supplied
0.50 0.30 - 0.50 0.10 - 0.30 0.05 0.50
121787 121788 121789 121790 121791
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 9.1 8.1 7.8 7.6
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE 1228
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.09 0.10 0.09 0.14
Total Sulphur mg/kg < 200 NONE 595
Total Organic Carbon (TOC) % < 0.1 NONE 1.1 3.7 2.1
Ammonium as NH4 mg/kg < 0.5 NONE 4.2
W/S Chloride (2:1) mg/kg < 1 MCERTS 10
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS < 3
Arsenic (As) mg/kg < 2 MCERTS 4 18 5
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 30 30 34
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 39 75 19
Lead (Pb) mg/kg < 3 MCERTS 52 76 35
W/S Magnesium g/l < 0.0001 NONE 0.0267
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 34 45 32
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 165 126 113
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 22/10/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Order No: 1309 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 28
10/09/14 10/09/14 10/09/14 09/09/14 09/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP4 TP5 TP6 TP9 TP10
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 0.50 & BB 0.20 0.20 0.10 - 0.30
121792 121793 121794 121795 121796
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.6 7.8 7.9 7.7
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.07 0.03 1.09 0.67
Total Sulphur mg/kg < 200 NONE
Total Organic Carbon (TOC) % < 0.1 NONE 1.8 0.2 1 1.6
Ammonium as NH4 mg/kg < 0.5 NONE
W/S Chloride (2:1) mg/kg < 1 MCERTS
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS
Arsenic (As) mg/kg < 2 MCERTS 4 3 4 4
W/S Boron mg/kg < 1 NONE < 1 < 1 1.5 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 0.6 0.9
Chromium (Cr) mg/kg < 2 MCERTS 31 16 21 27
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 19 7 35 51
Lead (Pb) mg/kg < 3 MCERTS 24 52 33 122
W/S Magnesium g/l < 0.0001 NONE
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 36 22 12 24
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 83 49 129 323
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS < 6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
Reporting Date: 22/10/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 28
09/09/14 09/09/14 09/09/14 09/09/14 09/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP11 TP12 TP15 TP16 TP16
None Supplied None Supplied None Supplied None Supplied None Supplied
0.30 0.10 - 0.20 0.60 - 0.70 GL - 0.10 0.20 - 0.30
121797 121798 121799 121800 121801
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.5 7.4 9.0 8.1
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.18 0.09 1.12 0.55
Total Sulphur mg/kg < 200 NONE
Total Organic Carbon (TOC) % < 0.1 NONE 2 1.8 2.4 1.7
Ammonium as NH4 mg/kg < 0.5 NONE
W/S Chloride (2:1) mg/kg < 1 MCERTS
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS
Arsenic (As) mg/kg < 2 MCERTS 3 6 14 10
W/S Boron mg/kg < 1 NONE < 1 < 1 2.5 1.3
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 1 0.7
Chromium (Cr) mg/kg < 2 MCERTS 35 30 24 15
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 23 18 57 31
Lead (Pb) mg/kg < 3 MCERTS 34 43 53 28
W/S Magnesium g/l < 0.0001 NONE
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 35 29 44 25
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 100 210 202 97
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Reporting Date: 22/10/2014
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 28
09/09/14 06/09/14 06/09/14 06/09/14 06/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP17 WS501 WS501 WS502 WS503
None Supplied None Supplied None Supplied None Supplied None Supplied
0.10 0.10 - 0.20 1.80 - 1.90 0.30 - 0.40 0.60 - 0.70
121802 121803 121804 121805 121806
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.8 7.6 7.5 7.6
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE 3321
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.73 0.40 0.12 0.08
Total Sulphur mg/kg < 200 NONE 1122
Total Organic Carbon (TOC) % < 0.1 NONE 0.5 1.8 1.4
Ammonium as NH4 mg/kg < 0.5 NONE 13.2
W/S Chloride (2:1) mg/kg < 1 MCERTS 10
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS < 3
Arsenic (As) mg/kg < 2 MCERTS 6 4 7
W/S Boron mg/kg < 1 NONE 1.4 1.1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 2.4
Chromium (Cr) mg/kg < 2 MCERTS 48 35 29
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 32 27 45
Lead (Pb) mg/kg < 3 MCERTS 27 63 74
W/S Magnesium g/l < 0.0001 NONE 0.0331
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 21 31 43
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 102 136 123
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS < 6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Reporting Date: 22/10/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 28
06/09/14 06/09/14 06/09/14 07/09/14 07/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS504 WS504 WS504 WS505 WS506
None Supplied None Supplied None Supplied None Supplied None Supplied
0.35 - 0.45 0.70 - 1.00 1.60 - 1.80 0.30 - 0.50 0.60 - 0.70
121807 121808 121809 121810 121811
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.9 7.8
Total Cyanide mg/kg < 2 NONE < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.05 2.24
Total Sulphur mg/kg < 200 NONE
Total Organic Carbon (TOC) % < 0.1 NONE < 0.1 0.8
Ammonium as NH4 mg/kg < 0.5 NONE
W/S Chloride (2:1) mg/kg < 1 MCERTS
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS
Arsenic (As) mg/kg < 2 MCERTS 3 23
W/S Boron mg/kg < 1 NONE < 1 1.1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 0.6
Chromium (Cr) mg/kg < 2 MCERTS 28 26
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 6 49
Lead (Pb) mg/kg < 3 MCERTS 10 46
W/S Magnesium g/l < 0.0001 NONE
Mercury (Hg) mg/kg < 1 NONE < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 26 42
Selenium (Se) mg/kg < 3 NONE < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 67 78
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS < 6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Reporting Date: 22/10/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 28
07/09/14 07/09/14 07/09/14 07/09/14 07/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS507 WS507 WS507 WS508 WS509
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 - 0.50 0.80 - 0.90 1.20 - 1.30 0.50 - 0.60 0.50 - 0.80
121812 121813 121814 121816 121817
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 8.4 8.3 8.2 8.0
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE 682
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.55 0.07 0.07 0.07
Total Sulphur mg/kg < 200 NONE 241
Total Organic Carbon (TOC) % < 0.1 NONE 0.2 0.3 0.4
Ammonium as NH4 mg/kg < 0.5 NONE 5.2
W/S Chloride (2:1) mg/kg < 1 MCERTS 8
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS 4
Arsenic (As) mg/kg < 2 MCERTS 6 12 3
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS < 0.5 < 0.5 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 26 23 34
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 8 31 10
Lead (Pb) mg/kg < 3 MCERTS 9 31 11
W/S Magnesium g/l < 0.0001 NONE 0.0222
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 26 34 32
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 45 73 78
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Reporting Date: 22/10/2014 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 7 of 28
07/09/14 07/09/14 07/09/14 07/09/14 08/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS510 WS510 WS511 WS511 WS513
None Supplied None Supplied None Supplied None Supplied None Supplied
0.06 - 0.14 0.14 - 0.20 0.45 - 0.55 0.60 - 0.80 0.30 - 0.40
121818 121819 121820 121821 121823
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.7 7.7 7.7
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.19 0.11 1.13
Total Sulphur mg/kg < 200 NONE
Total Organic Carbon (TOC) % < 0.1 NONE 1.6 1.1 2.7
Ammonium as NH4 mg/kg < 0.5 NONE
W/S Chloride (2:1) mg/kg < 1 MCERTS
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS
Arsenic (As) mg/kg < 2 MCERTS 5 22 8
W/S Boron mg/kg < 1 NONE < 1 < 1 < 1
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.6 1 0.8
Chromium (Cr) mg/kg < 2 MCERTS 19 19 22
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 35 29 42
Lead (Pb) mg/kg < 3 MCERTS 48 101 37
W/S Magnesium g/l < 0.0001 NONE
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 27 27 35
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 184 60 56
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS < 6 26
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
Reporting Date: 22/10/2014 QTSE Sample No
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Order No: 1309 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 28
08/09/14 08/09/14 08/09/14 08/09/14 08/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS513 WS514 WS515 WS515 WS515
None Supplied None Supplied None Supplied None Supplied None Supplied
3.60 - 3.70 0.10 - 0.50 0.30 - 0.60 0.90 - 1.00 1.00 - 1.30
121824 121825 121826 121827 121828
Determinand Unit RL Accreditation
Asbestos Screen N/a N/a ISO17025 Not Detected Not Detected Not Detected
pH pH Units N/a MCERTS 7.8 8.1 7.9 7.2 7.1
Total Cyanide mg/kg < 2 NONE < 2 < 2 < 2
Total Sulphate as SO4 mg/kg < 200 NONE 881 1803
W/S Sulphate as SO4 (2:1) g/l < 0.01 MCERTS 0.15 0.45 0.34 0.25 0.16
Total Sulphur mg/kg < 200 NONE 299 832
Total Organic Carbon (TOC) % < 0.1 NONE 0.9 1 1.2
Ammonium as NH4 mg/kg < 0.5 NONE 3.5 51
W/S Chloride (2:1) mg/kg < 1 MCERTS 9 9
Water Soluble Nitrate (2:1) as NO3 mg/kg < 3 MCERTS < 3 5
Arsenic (As) mg/kg < 2 MCERTS 7 7 < 2
W/S Boron mg/kg < 1 NONE 1.7 1.5 1.5
Cadmium (Cd) mg/kg < 0.5 MCERTS 1.2 0.9 < 0.5
Chromium (Cr) mg/kg < 2 MCERTS 17 14 31
Chromium (hexavalent) mg/kg < 2 NONE < 2 < 2 < 2
Copper (Cu) mg/kg < 4 MCERTS 31 37 20
Lead (Pb) mg/kg < 3 MCERTS 75 106 26
W/S Magnesium g/l < 0.0001 NONE 0.0120 0.0267
Mercury (Hg) mg/kg < 1 NONE < 1 < 1 < 1
Nickel (Ni) mg/kg < 3 MCERTS 15 17 30
Selenium (Se) mg/kg < 3 NONE < 3 < 3 < 3
Zinc (Zn) mg/kg < 3 MCERTS 347 276 87
Total Phenols (monohydric) mg/kg < 2 NONE < 2 < 2 < 2
EPH (C10 - C40) mg/kg < 6 MCERTS
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
This report refers to samples as received, and QTS Environmental Ltd, takes no responsibility for the accuracy or competence of sampling by others.
The material description shall be regarded as tentative and is not included in our scope of UKAS Accreditation.
Opinions and interpretations expressed herein are outside the scope of UKAS Accreditation.
Asbestos Analyst: Graham Revell
RL: Reporting Limit
Pinch Test: Where pinch test is positive it is reported “Loose Fibres - PT” with type(s).
Subcontracted analysis (S)
Reporting Date: 22/10/2014 QTSE Sample No
Analysis carried out on the dried sample is corrected for the stone content
The samples have been examined to identify the presence of asbestiform minerals by polarising light microscopy and dispersion staining technique to In-House Procedures QTSE600 Determination of Asbestos in Bulk
Materials; Asbestos in Soils/Sediments (fibre screening and identification)
Site Reference: K & N Distribution Depot, Derby TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
QTS Environmental Ltd '
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd - Registered in England No 06620874 Page 9 of 28
10/09/14 09/09/14 10/09/14 10/09/14 10/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
SP1 TP1 TP3 TP4 TP5
None Supplied None Supplied None Supplied None Supplied None Supplied
0.50 0.30 - 0.50 0.05 0.20 0.50 & BB
121787 121788 121790 121792 121793
Determinand Unit RL 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 0.12 < 0.1 0.31 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS < 0.1 0.37 0.18 0.56 < 0.1
Pyrene mg/kg < 0.1 MCERTS < 0.1 0.33 0.16 0.46 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 0.12 < 0.1 0.20 < 0.1
Chrysene mg/kg < 0.1 MCERTS < 0.1 0.18 < 0.1 0.26 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 0.16 < 0.1 0.28 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.12 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.19 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.13 < 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 < 0.1 < 0.1 < 0.1 0.12 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 2.6 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 22/10/2014 QTSE Sample No
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Tel : 01622 850410 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 14-25663 Date Sampled
QTS Environmental Ltd - Registered in England No 06620874 Page 10 of 28
09/09/14 09/09/14 09/09/14 09/09/14 09/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP9 TP10 TP11 TP12 TP15
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 0.10 - 0.30 0.30 0.10 - 0.20 0.60 - 0.70
121795 121796 121797 121798 121799
Determinand Unit RL 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 < 0.1 < 0.1 0.11 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.19 < 0.1 < 0.1 0.56 < 0.1
Pyrene mg/kg < 0.1 MCERTS 0.16 < 0.1 < 0.1 0.49 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.24 < 0.1
Chrysene mg/kg < 0.1 MCERTS 0.11 < 0.1 < 0.1 0.27 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.25 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.11 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 0.21 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 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 < 0.1 < 0.1 < 0.1 0.11 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 2.4 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
QTS Environmental Ltd - Registered in England No 06620874 Page 11 of 28
09/09/14 09/09/14 06/09/14 06/09/14 06/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP16 TP17 WS502 WS503 WS504
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 - 0.30 0.10 0.30 - 0.40 0.60 - 0.70 1.60 - 1.80
121801 121802 121805 121806 121809
Determinand Unit RL 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 < 0.1 < 0.1 0.15 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS < 0.1 0.16 < 0.1 0.31 < 0.1
Pyrene mg/kg < 0.1 MCERTS < 0.1 0.15 < 0.1 0.27 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Chrysene mg/kg < 0.1 MCERTS < 0.1 0.13 < 0.1 0.13 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 0.12 < 0.1 < 0.1 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 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 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 < 1.6 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 14-25663
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Project / Job Ref: 1309 Additional Refs
QTS Environmental Ltd - Registered in England No 06620874 Page 12 of 28
07/09/14 07/09/14 07/09/14 07/09/14 07/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS506 WS507 WS508 WS509 WS510
None Supplied None Supplied None Supplied None Supplied None Supplied
0.60 - 0.70 0.80 - 0.90 0.50 - 0.60 0.50 - 0.80 0.14 - 0.20
121811 121813 121816 121817 121819
Determinand Unit RL 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 < 0.1 < 0.1 < 0.1 < 0.1
Anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Chrysene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 < 0.1 < 0.1 < 0.1 < 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 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS < 1.6 < 1.6 < 1.6 < 1.6 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 22/10/2014 QTSE Sample No
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
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 28
07/09/14 08/09/14 08/09/14 08/09/14 08/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS511 WS513 WS514 WS515 WS515
None Supplied None Supplied None Supplied None Supplied None Supplied
0.45 - 0.55 0.30 - 0.40 0.10 - 0.50 0.30 - 0.60 0.90 - 1.00
121820 121823 121825 121826 121827
Determinand Unit RL Accreditation
Naphthalene mg/kg < 0.1 MCERTS 0.40 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg < 0.1 MCERTS 0.27 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg < 0.1 MCERTS 0.50 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg < 0.1 MCERTS 2.99 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg < 0.1 MCERTS 3.41 1.90 < 0.1 0.55 < 0.1
Anthracene mg/kg < 0.1 MCERTS 0.31 0.16 < 0.1 0.11 < 0.1
Fluoranthene mg/kg < 0.1 MCERTS 0.18 5.70 < 0.1 0.46 < 0.1
Pyrene mg/kg < 0.1 MCERTS 0.60 4.41 < 0.1 0.52 < 0.1
Benzo(a)anthracene mg/kg < 0.1 MCERTS < 0.1 2.55 < 0.1 0.46 < 0.1
Chrysene mg/kg < 0.1 MCERTS < 0.1 3.48 < 0.1 0.42 < 0.1
Benzo(b)fluoranthene mg/kg < 0.1 MCERTS < 0.1 4.19 0.15 0.31 < 0.1
Benzo(k)fluoranthene mg/kg < 0.1 MCERTS < 0.1 1.51 < 0.1 < 0.1 < 0.1
Benzo(a)pyrene mg/kg < 0.1 MCERTS < 0.1 2.51 < 0.1 0.21 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg < 0.1 MCERTS < 0.1 1.62 < 0.1 < 0.1 < 0.1
Dibenz(a,h)anthracene mg/kg < 0.1 MCERTS < 0.1 0.33 < 0.1 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg < 0.1 MCERTS < 0.1 1.29 < 0.1 0.17 < 0.1
Total EPA-16 PAHs mg/kg < 1.6 MCERTS 8.7 29.7 < 1.6 3.2 < 1.6
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Soil Analysis Certificate - Speciated PAHs
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
QTS Environmental Ltd - Registered in England No 06620874 Page 14 of 28
10/09/14 09/09/14 10/09/14 10/09/14 10/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
SP1 TP1 TP3 TP4 TP5
None Supplied None Supplied None Supplied None Supplied None Supplied
0.50 0.30 - 0.50 0.05 0.20 0.50 & BB
121787 121788 121790 121792 121793
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Total >C5 - C35 mg/kg < 24 NONE < 24 < 24 < 24 < 24 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 22/10/2014 QTSE Sample No
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Tel : 01622 850410 '
Soil Analysis Certificate - TPH CWG Banded
QTS Environmental Report No: 14-25663 Date Sampled
QTS Environmental Ltd - Registered in England No 06620874 Page 15 of 28
09/09/14 09/09/14 09/09/14 09/09/14 09/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP9 TP10 TP11 TP12 TP15
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 0.10 - 0.30 0.30 0.10 - 0.20 0.60 - 0.70
121795 121796 121797 121798 121799
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Total >C5 - C35 mg/kg < 24 NONE < 24 < 24 < 24 < 24 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Soil Analysis Certificate - TPH CWG Banded
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
QTS Environmental Ltd - Registered in England No 06620874 Page 16 of 28
09/09/14 09/09/14 06/09/14 06/09/14 06/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP16 TP17 WS502 WS503 WS504
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 - 0.30 0.10 0.30 - 0.40 0.60 - 0.70 1.60 - 1.80
121801 121802 121805 121806 121809
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Total >C5 - C35 mg/kg < 24 NONE < 24 < 24 < 24 < 24 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - TPH CWG Banded
QTS Environmental Report No: 14-25663
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Project / Job Ref: 1309 Additional Refs
QTS Environmental Ltd - Registered in England No 06620874 Page 17 of 28
07/09/14 07/09/14 07/09/14 07/09/14 07/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS506 WS507 WS508 WS509 WS510
None Supplied None Supplied None Supplied None Supplied None Supplied
0.60 - 0.70 0.80 - 0.90 0.50 - 0.60 0.50 - 0.80 0.14 - 0.20
121811 121813 121816 121817 121819
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE < 1 < 1 < 1 < 1 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE < 6 < 6 < 6 < 6 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE < 12 < 12 < 12 < 12 < 12
Total >C5 - C35 mg/kg < 24 NONE < 24 < 24 < 24 < 24 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 22/10/2014 QTSE Sample No
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - TPH CWG Banded
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 18 of 28
07/09/14 08/09/14 08/09/14 08/09/14 08/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS511 WS513 WS514 WS515 WS515
None Supplied None Supplied None Supplied None Supplied None Supplied
0.45 - 0.55 0.30 - 0.40 0.10 - 0.50 0.30 - 0.60 0.90 - 1.00
121820 121823 121825 121826 121827
Determinand Unit RL Accreditation
Aliphatic >C5 - C6 mg/kg < 0.01 NONE 0.06 < 0.01 < 0.01 < 0.01 < 0.01
Aliphatic >C6 - C8 mg/kg < 0.05 NONE 8.90 0.28 < 0.05 < 0.05 < 0.05
Aliphatic >C8 - C10 mg/kg < 1 NONE 105 3 < 1 < 1 < 1
Aliphatic >C10 - C12 mg/kg < 1 NONE 302 < 1 < 1 < 1 < 1
Aliphatic >C12 - C16 mg/kg < 1 NONE 1626 < 1 < 1 8 < 1
Aliphatic >C16 - C21 mg/kg < 1 NONE 1850 < 1 < 1 12 < 1
Aliphatic >C21 - C34 mg/kg < 6 NONE 560 < 6 < 6 41 < 6
Aliphatic (C5 - C34) mg/kg < 12 NONE 4453 < 12 < 12 61 < 12
Aromatic >C5 - C7 mg/kg < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Aromatic >C7 - C8 mg/kg < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Aromatic >C8 - C10 mg/kg < 1 NONE 10 < 1 < 1 < 1 < 1
Aromatic >C10 - C12 mg/kg < 1 NONE 130 < 1 < 1 < 1 < 1
Aromatic >C12 - C16 mg/kg < 1 NONE 1134 1 < 1 2 < 1
Aromatic >C16 - C21 mg/kg < 1 NONE 1270 19 < 1 10 < 1
Aromatic >C21 - C35 mg/kg < 6 NONE 423 79 < 6 31 < 6
Aromatic (C5 - C35) mg/kg < 12 NONE 2967 100 < 12 43 < 12
Total >C5 - C35 mg/kg < 24 NONE 7420 104 < 24 104 < 24
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Soil Analysis Certificate - TPH CWG Banded
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
QTS Environmental Ltd - Registered in England No 06620874 Page 19 of 28
10/09/14 09/09/14 10/09/14 10/09/14 10/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
SP1 TP1 TP3 TP4 TP5
None Supplied None Supplied None Supplied None Supplied None Supplied
0.50 0.30 - 0.50 0.05 0.20 0.50 & BB
121787 121788 121790 121792 121793
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 7 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Reporting Date: 22/10/2014 QTSE Sample No
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Tel : 01622 850410 '
Soil Analysis Certificate - BTEX / MTBE
QTS Environmental Report No: 14-25663 Date Sampled
QTS Environmental Ltd - Registered in England No 06620874 Page 20 of 28
09/09/14 09/09/14 09/09/14 09/09/14 09/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP9 TP10 TP11 TP12 TP15
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 0.10 - 0.30 0.30 0.10 - 0.20 0.60 - 0.70
121795 121796 121797 121798 121799
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Soil Analysis Certificate - BTEX / MTBE
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
QTS Environmental Ltd - Registered in England No 06620874 Page 21 of 28
09/09/14 09/09/14 06/09/14 06/09/14 06/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
TP16 TP17 WS502 WS503 WS504
None Supplied None Supplied None Supplied None Supplied None Supplied
0.20 - 0.30 0.10 0.30 - 0.40 0.60 - 0.70 1.60 - 1.80
121801 121802 121805 121806 121809
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - BTEX / MTBE
QTS Environmental Report No: 14-25663
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Project / Job Ref: 1309 Additional Refs
QTS Environmental Ltd - Registered in England No 06620874 Page 22 of 28
07/09/14 07/09/14 07/09/14 07/09/14 07/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS506 WS507 WS508 WS509 WS510
None Supplied None Supplied None Supplied None Supplied None Supplied
0.60 - 0.70 0.80 - 0.90 0.50 - 0.60 0.50 - 0.80 0.14 - 0.20
121811 121813 121816 121817 121819
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 22/10/2014 QTSE Sample No
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Kent ME17 2JN
Tel : 01622 850410 '
Soil Analysis Certificate - BTEX / MTBE
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
QTS Environmental Ltd - Registered in England No 06620874 Page 23 of 28
07/09/14 08/09/14 08/09/14 08/09/14 08/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS511 WS513 WS514 WS515 WS515
None Supplied None Supplied None Supplied None Supplied None Supplied
0.45 - 0.55 0.30 - 0.40 0.10 - 0.50 0.30 - 0.60 0.90 - 1.00
121820 121823 121825 121826 121827
Determinand Unit RL Accreditation
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethylbenzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
p & m-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
Soil Analysis Certificate - BTEX / MTBE
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
QTS Environmental Ltd - Registered in England No 06620874 Page 24 of 28
06/09/14 07/09/14 07/09/14 07/09/14 07/09/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS503 WS506 WS508 WS509 WS511
None Supplied None Supplied None Supplied None Supplied None Supplied
0.60 - 0.70 0.60 - 0.70 0.20 - 0.40 0.50 - 0.80 0.45 - 0.55
121806 121811 121815 121817 121820
Determinand Unit RL Accreditation
Dichlorodifluoromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Vinyl Chloride ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Chloromethane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
Chloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Bromomethane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
Trichlorofluoromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,1-Dichloroethene ug/kg < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
MTBE ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
trans-1,2-Dichloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,1-Dichloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
cis-1,2-Dichloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
2,2-Dichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Chloroform ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Bromochloromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,1,1-Trichloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,1-Dichloropropene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
Carbon Tetrachloride ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,2-Dichloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Benzene ug/kg < 2 MCERTS < 2 < 2 < 2 < 2 < 2
1,2-Dichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Trichloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Bromodichloromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Dibromomethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
TAME ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
cis-1,3-Dichloropropene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Toluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
trans-1,3-Dichloropropene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,1,2-Trichloroethane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
1,3-Dichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Tetrachloroethene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Dibromochloromethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,2-Dibromoethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Chlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,1,1,2-Tetrachloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Ethyl Benzene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
m,p-Xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
o-Xylene ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
Styrene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Bromoform ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
Isopropylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 87
1,1,2,2-Tetrachloroethane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,2,3-Trichloropropane ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
n-Propylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 143
Bromobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
2-Chlorotoluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,3,5-Trimethylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
4-Chlorotoluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
tert-Butylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,2,4-Trimethylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 1616
sec-Butylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 168
p-Isopropyltoluene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 209
1,3-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,4-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
n-Butylbenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 522
1,2-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
1,2-Dibromo-3-chloropropane ug/kg < 10 MCERTS < 10 < 10 < 10 < 10 < 10
Hexachlorobutadiene ug/kg < 5 MCERTS < 5 < 5 < 5 < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
Reporting Date: 22/10/2014 QTSE Sample No
Order No: 1309 Depth (m)
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Project / Job Ref: 1309 Additional Refs
Tel : 01622 850410 '
Soil Analysis Certificate - Volatile Organic Compounds (VOC)
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
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 25 of 28
07/09/14 08/09/14
None Supplied None Supplied
WS511 WS513
None Supplied None Supplied
0.60 - 0.80 0.30 - 0.40
121821 121823
Determinand Unit RL Accreditation
Dichlorodifluoromethane ug/kg < 5 MCERTS < 5 < 5
Vinyl Chloride ug/kg < 5 MCERTS < 5 < 5
Chloromethane ug/kg < 10 MCERTS < 10 < 10
Chloroethane ug/kg < 5 MCERTS < 5 < 5
Bromomethane ug/kg < 10 MCERTS < 10 < 10
Trichlorofluoromethane ug/kg < 5 MCERTS < 5 < 5
1,1-Dichloroethene ug/kg < 5 ISO17025 < 5 < 5
MTBE ug/kg < 5 MCERTS < 5 < 5
trans-1,2-Dichloroethene ug/kg < 5 MCERTS < 5 < 5
1,1-Dichloroethane ug/kg < 5 MCERTS < 5 < 5
cis-1,2-Dichloroethene ug/kg < 5 MCERTS < 5 < 5
2,2-Dichloropropane ug/kg < 5 MCERTS < 5 < 5
Chloroform ug/kg < 5 MCERTS < 5 < 5
Bromochloromethane ug/kg < 5 MCERTS < 5 < 5
1,1,1-Trichloroethane ug/kg < 5 MCERTS < 5 < 5
1,1-Dichloropropene ug/kg < 10 MCERTS < 10 < 10
Carbon Tetrachloride ug/kg < 5 MCERTS < 5 < 5
1,2-Dichloroethane ug/kg < 5 MCERTS < 5 < 5
Benzene ug/kg < 2 MCERTS < 2 < 2
1,2-Dichloropropane ug/kg < 5 MCERTS < 5 < 5
Trichloroethene ug/kg < 5 MCERTS < 5 276
Bromodichloromethane ug/kg < 5 MCERTS < 5 < 5
Dibromomethane ug/kg < 5 MCERTS < 5 < 5
TAME ug/kg < 5 MCERTS < 5 < 5
cis-1,3-Dichloropropene ug/kg < 5 MCERTS < 5 < 5
Toluene ug/kg < 5 MCERTS < 5 < 5
trans-1,3-Dichloropropene ug/kg < 5 MCERTS < 5 < 5
1,1,2-Trichloroethane ug/kg < 10 MCERTS < 10 < 10
1,3-Dichloropropane ug/kg < 5 MCERTS < 5 < 5
Tetrachloroethene ug/kg < 5 MCERTS < 5 < 5
Dibromochloromethane ug/kg < 5 MCERTS < 5 < 5
1,2-Dibromoethane ug/kg < 5 MCERTS < 5 < 5
Chlorobenzene ug/kg < 5 MCERTS < 5 < 5
1,1,1,2-Tetrachloroethane ug/kg < 5 MCERTS < 5 < 5
Ethyl Benzene ug/kg < 10 MCERTS < 10 < 10
m,p-Xylene ug/kg < 10 MCERTS < 10 < 10
o-Xylene ug/kg < 10 MCERTS < 10 < 10
Styrene ug/kg < 5 MCERTS < 5 < 5
Bromoform ug/kg < 10 MCERTS < 10 < 10
Isopropylbenzene ug/kg < 5 MCERTS < 5 < 5
1,1,2,2-Tetrachloroethane ug/kg < 5 MCERTS < 5 < 5
1,2,3-Trichloropropane ug/kg < 5 MCERTS < 5 < 5
n-Propylbenzene ug/kg < 5 MCERTS < 5 < 5
Bromobenzene ug/kg < 5 MCERTS < 5 < 5
2-Chlorotoluene ug/kg < 5 MCERTS < 5 < 5
1,3,5-Trimethylbenzene ug/kg < 5 MCERTS < 5 < 5
4-Chlorotoluene ug/kg < 5 MCERTS < 5 < 5
tert-Butylbenzene ug/kg < 5 MCERTS < 5 < 5
1,2,4-Trimethylbenzene ug/kg < 5 MCERTS < 5 < 5
sec-Butylbenzene ug/kg < 5 MCERTS < 5 < 5
p-Isopropyltoluene ug/kg < 5 MCERTS < 5 < 5
1,3-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5
1,4-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5
n-Butylbenzene ug/kg < 5 MCERTS < 5 < 5
1,2-Dichlorobenzene ug/kg < 5 MCERTS < 5 < 5
1,2-Dibromo-3-chloropropane ug/kg < 10 MCERTS < 10 < 10
Hexachlorobutadiene ug/kg < 5 MCERTS < 5 < 5
Analytical results are expressed on a dry weight basis where samples are dried at less than 30OC
QTS Environmental Report No: 14-25663 Date Sampled
Lustre Consulting Ltd Time Sampled
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 22/10/2014 QTSE Sample No
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Kent ME17 2JN
Tel : 01622 850410 '
Site Reference: K & N Distribution Depot,
Derby
TP / BH No
Soil Analysis Certificate - Volatile Organic Compounds (VOC)
QTS Environmental Ltd - Registered in England No 06620874 Page 26 of 28
QTSE Sample No TP / BH No Additional Refs Depth (m)Moisture
Content (%)
$ 121787 SP1 None Supplied 0.50 13.1
$ 121788 TP1 None Supplied 0.30 - 0.50 22.2
$ 121790 TP3 None Supplied 0.05 21
$ 121791 TP3 None Supplied 0.50 15.6
$ 121792 TP4 None Supplied 0.20 17.4
$ 121793 TP5 None Supplied 0.50 & BB 3.9
$ 121794 TP6 None Supplied 0.20 15.4
$ 121795 TP9 None Supplied 0.20 9.2
$ 121796 TP10 None Supplied 0.10 - 0.30 17.9
$ 121797 TP11 None Supplied 0.30 23.5
$ 121798 TP12 None Supplied 0.10 - 0.20 14.5
$ 121799 TP15 None Supplied 0.60 - 0.70 13.9
$ 121801 TP16 None Supplied 0.20 - 0.30 13.7
$ 121802 TP17 None Supplied 0.10 9.4
$ 121804 WS501 None Supplied 1.80 - 1.90 19.7
$ 121805 WS502 None Supplied 0.30 - 0.40 18.7
$ 121806 WS503 None Supplied 0.60 - 0.70 14
$ 121808 WS504 None Supplied 0.70 - 1.00 2.8
$ 121809 WS504 None Supplied 1.60 - 1.80 15.3
$ 121811 WS506 None Supplied 0.60 - 0.70 11.6
$ 121813 WS507 None Supplied 0.80 - 0.90 13.8
$ 121814 WS507 None Supplied 1.20 - 1.30 12.7
$ 121815 WS508 None Supplied 0.20 - 0.40 5.5
$ 121816 WS508 None Supplied 0.50 - 0.60 10.7
$ 121817 WS509 None Supplied 0.50 - 0.80 16.3
$ 121819 WS510 None Supplied 0.14 - 0.20 12.7
$ 121820 WS511 None Supplied 0.45 - 0.55 14.4
$ 121821 WS511 None Supplied 0.60 - 0.80 18.2
$ 121823 WS513 None Supplied 0.30 - 0.40 13.5
$ 121824 WS513 None Supplied 3.60 - 3.70 17.9
$ 121825 WS514 None Supplied 0.10 - 0.50 13.1
$ 121826 WS515 None Supplied 0.30 - 0.60 12.3
$ 121827 WS515 None Supplied 0.90 - 1.00 20.8
$ 121828 WS515 None Supplied 1.00 - 1.30 21.3
Moisture content is part of procedure E003 & is not an accredited test
Insufficient Sample I/S
Unsuitable Sample U/S
$ samples exceeded recommended holding times
Brown clay
Red clay
Grey loamy gravel with brick and rubble
Red clay
Grey loamy gravel with rubble
Brown loamy gravel with rubble
Brown sandy clay
Red loamy gravel with rubble and oil / petroleum
Red sandy clay with rubble
Red clayey loam with brick and rubble
Light brown sandy gravel with rubble
Red clayey loam
Red loamy gravel with brick and stones
Red clayey loam
Red sandy clay
Red clayey gravel
Red loamy gravel with rubble
Red clay
Brown loam with concrete and vegetation
Brown clayey loam with brick and vegetation
Red clayey loam
Red sandy clay with rubble and vegetation
Light brown clayey gravel with rubble
Red clayey loam with vegetation
Grey loamy gravel with rubble
Brown loamy gravel with vegetation
Red clayey loam with vegetation
Red clayey loam with vegetation
Grey loamy gravel
Red loamy gravel with rubble
Grey loamy gravel with rubble
Red clayey loam
Tel : 01622 850410 '
Soil Analysis Certificate - Sample Descriptions
QTS Environmental Report No: 14-25663
Lustre Consulting Ltd
Site Reference: K & N Distribution Depot, Derby
Project / Job Ref: 1309
Order No: 1309
Reporting Date: 22/10/2014
Sample Matrix Description
Red clayey loam with stones
Grey loamy gravel with rubble
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 27 of 28
Matrix Analysed
On
Determinand Brief Method Description Method
No
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 BTEX Determination of BTEX by headspace GC-MS E001
Soil D Cations Determination of cations in soil by aqua-regia digestion followed by ICP-OES E002
Soil D Chloride - Water Soluble (2:1) Determination of chloride by extraction with water & analysed by ion chromatography E009
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 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 Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E015
Soil D Cyclohexane Extractable Matter (CEM) Gravimetrically determined through extraction with cyclohexane E011
Soil AR Diesel Range Organics (C10 - C24) Determination of hexane/acetone extractable hydrocarbons by GC-FID E004
Soil AR Electrical ConductivityDetermination of electrical conductivity by addition of saturated calcium sulphate followed by
electrometric measurementE022
Soil AR Electrical Conductivity Determination of electrical conductivity by addition of water followed by electrometric measurement E023
Soil D Elemental Sulphur Determination of elemental sulphur by solvent extraction followed by GC-MS E020
Soil AR EPH (C10 – C40) Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR EPH Product ID Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil AR EPH TEXAS Determination of acetone/hexane extractable hydrocarbons by GC-FID E004
Soil D Fluoride - Water Soluble Determination of Fluoride by extraction with water & analysed by ion chromatography E009
Soil D FOC (Fraction Organic Carbon)Determination of fraction of organic carbon by oxidising with potassium dichromate followed by titration
with iron (II) sulphateE010
Soil D Loss on Ignition @ 450oCDetermination of loss on ignition in soil by gravimetrically with the sample being ignited in a muffle
furnaceE019
Soil D Magnesium - Water Soluble Determination of water soluble magnesium by extraction with water followed by ICP-OES E025
Soil D Metals Determination of metals by aqua-regia digestion followed by ICP-OES E002
Soil AR Mineral Oil (C10 - C40) Determination of hexane/acetone extractable hydrocarbons by GC-FID fractionating with SPE cartridge E004
Soil AR Moisture Content Moisture content; determined gravimetrically E003
Soil D Nitrate - Water Soluble (2:1) Determination of nitrate by extraction with water & analysed by ion chromatography E009
Soil D Organic MatterDetermination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE010
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 E011
Soil AR pH Determination of pH by addition of water followed by electrometric measurement E007
Soil AR Phenols - Total (monohydric) Determination of phenols by distillation followed by colorimetry E021
Soil D Phosphate - Water Soluble (2:1) Determination of phosphate by extraction with water & analysed by ion chromatography E009
Soil D Sulphate (as SO4) - Total Determination of total sulphate by extraction with 10% HCl followed by ICP-OES E013
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of sulphate by extraction with water & analysed by ion chromatography E009
Soil D Sulphate (as SO4) - Water Soluble (2:1) Determination of water soluble sulphate by extraction with water followed by ICP-OES E014
Soil AR Sulphide Determination of sulphide by distillation followed by colorimetry E018
Soil D Sulphur - Total Determination of total sulphur by extraction with aqua-regia followed by ICP-OES E024
Soil AR SVOCDetermination of semi-volatile organic compounds by extraction in acetone and hexane followed by GC-
MSE006
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 Toluene Extractable Matter (TEM) Gravimetrically determined through extraction with toluene E011
Soil D Total Organic Carbon (TOC)Determination of organic matter by oxidising with potassium dichromate followed by titration with iron
(II) sulphateE010
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 VOCs Determination of volatile organic compounds by headspace GC-MS E001
Soil AR VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E001
D Dried
AR As Received
Order No: 1309
Reporting Date: 22/10/2014
Tel : 01622 850410 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 14-25663
Lustre Consulting Ltd
Site Reference: K & N Distribution Depot, Derby
Project / Job Ref: 1309
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 28 of 28
James May QTS Environmental Ltd
Lustre Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: K+N Distribution Depot
Project / Job Ref: 1309
Order No: 1309
Sample Receipt Date: 27/10/2014
Sample Scheduled Date: 27/10/2014
Report Issue Number: 1
Reporting Date: 31/10/2014
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Admiral's Offices
The Historic Dockyard
Chatham
Kent
ME4 4TZ
QTS Environmental Report No: 14-26026
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 8
24/10/14 24/10/14 24/10/14 24/10/14 24/10/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS501 WS502 WS503 WS507 WS513
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
123555 123556 123557 123558 123559
Determinand Unit RL Accreditation
pH pH Units N/a ISO17025 7.1 7.3 7.3 8.5 7.6
Total Cyanide ug/l < 5 NONE < 5 < 5 < 5 < 5 < 5
Sulphate as SO4 mg/l < 1 ISO17025 962 77 63 55 33
Total Organic Carbon (TOC) mg/l < 0.1 NONE 36 60.8 64.6 9.6 59.5
Carbonate as CaCO3 (S) mg/l < 10 NONE 290 370 350 130 340
Arsenic (dissolved) ug/l < 10 NONE < 10 < 10 < 10 15 < 10
Boron (dissolved) ug/l < 50 NONE 161 159 157 115 114
Cadmium (dissolved) ug/l < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
Chromium (dissolved) ug/l < 5 NONE < 5 < 5 7 8 9
Chromium (hexavalent) ug/l < 5 NONE < 5 < 5 < 5 < 5 < 5
Copper (dissolved) ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Lead (dissolved) ug/l < 5 NONE < 5 < 5 < 5 < 5 < 5
Mercury (dissolved) ug/l < 0.05 NONE < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Nickel (dissolved) ug/l < 7 NONE < 7 < 7 < 7 < 7 < 7
Selenium (dissolved) ug/l < 5 NONE < 5 < 5 < 5 < 5 < 5
Zinc (dissolved) ug/l < 5 NONE 8 < 5 < 5 < 5 < 5
Total Phenols ug/l < 0.5 NONE < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
EPH (C10 - C40) ug/l < 10 NONE < 10 < 10 < 10 < 10 < 10
Subcontracted analysis (S)
Insufficient sample I/S
Unsuitable Sample U/S
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Site Reference: K+N Distribution Depot TP / BH No
Project / Job Ref: 1309 Additional Refs
Tel : 01622 850410
Water Analysis Certificate
QTS Environmental Report No: 14-26026 Date Sampled
Lustre Consulting Ltd Time Sampled
Kent ME17 2JN
Reporting Date: 31/10/2014 QTSE Sample No
Order No: 1309 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 8
24/10/14 24/10/14
None Supplied None Supplied
WS514 WS517
None Supplied None Supplied
None Supplied None Supplied
123560 123561
Determinand Unit RL Accreditation
pH pH Units N/a ISO17025 7.8 7.5
Total Cyanide ug/l < 5 NONE < 5 < 5
Sulphate as SO4 mg/l < 1 ISO17025 248 140
Total Organic Carbon (TOC) mg/l < 0.1 NONE 26.7 47.5
Carbonate as CaCO3 (S) mg/l < 10 NONE 180 260
Arsenic (dissolved) ug/l < 10 NONE < 10 < 10
Boron (dissolved) ug/l < 50 NONE 131 183
Cadmium (dissolved) ug/l < 0.5 NONE < 0.5 < 0.5
Chromium (dissolved) ug/l < 5 NONE 14 6
Chromium (hexavalent) ug/l < 5 NONE < 5 < 5
Copper (dissolved) ug/l < 10 NONE < 10 < 10
Lead (dissolved) ug/l < 5 NONE < 5 < 5
Mercury (dissolved) ug/l < 0.05 NONE < 0.05 < 0.05
Nickel (dissolved) ug/l < 7 NONE < 7 < 7
Selenium (dissolved) ug/l < 5 NONE < 5 < 5
Zinc (dissolved) ug/l < 5 NONE < 5 < 5
Total Phenols ug/l < 0.5 NONE < 0.5 < 0.5
EPH (C10 - C40) ug/l < 10 NONE < 10 < 10
Subcontracted analysis (S)
Insufficient sample I/S
Unsuitable Sample U/S
Kent ME17 2JN
Tel : 01622 850410
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Site Reference: K+N Distribution Depot TP / BH No
Water Analysis Certificate
QTS Environmental Report No: 14-26026 Date Sampled
Lustre Consulting Ltd Time Sampled
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 31/10/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 3 of 8
24/10/14 24/10/14 24/10/14 24/10/14 24/10/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS501 WS502 WS503 WS507 WS513
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
123555 123556 123557 123558 123559
Determinand Unit RL Accreditation
Naphthalene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Acenaphthylene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Acenaphthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Fluorene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Phenanthrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Pyrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(a)anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Chrysene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(b)fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(k)fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(a)pyrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Indeno(1,2,3-cd)pyrene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Dibenz(a,h)anthracene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(ghi)perylene ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Total EPA-16 PAHs ug/l < 0.01 NONE < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
-
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Site Reference: K+N Distribution
Depot
TP / BH No
Project / Job Ref: 1309 Additional Refs
Tel : 01622 850410
Water Analysis Certificate - Speciated PAH
QTS Environmental Report No: 14-26026 Date Sampled
Lustre Consulting Ltd Time Sampled
Kent ME17 2JN
Reporting Date: 31/10/2014 QTSE Sample No
Order No: 1309 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 4 of 8
24/10/14 24/10/14
None Supplied None Supplied
WS514 WS517
None Supplied None Supplied
None Supplied None Supplied
123560 123561
Determinand Unit RL Accreditation
Naphthalene ug/l < 0.01 NONE < 0.01 < 0.01
Acenaphthylene ug/l < 0.01 NONE < 0.01 < 0.01
Acenaphthene ug/l < 0.01 NONE < 0.01 < 0.01
Fluorene ug/l < 0.01 NONE < 0.01 < 0.01
Phenanthrene ug/l < 0.01 NONE < 0.01 < 0.01
Anthracene ug/l < 0.01 NONE < 0.01 < 0.01
Fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01
Pyrene ug/l < 0.01 NONE < 0.01 < 0.01
Benzo(a)anthracene ug/l < 0.01 NONE < 0.01 < 0.01
Chrysene ug/l < 0.01 NONE < 0.01 < 0.01
Benzo(b)fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01
Benzo(k)fluoranthene ug/l < 0.01 NONE < 0.01 < 0.01
Benzo(a)pyrene ug/l < 0.01 NONE < 0.01 < 0.01
Indeno(1,2,3-cd)pyrene ug/l < 0.01 NONE < 0.01 < 0.01
Dibenz(a,h)anthracene ug/l < 0.01 NONE < 0.01 < 0.01
Benzo(ghi)perylene ug/l < 0.01 NONE < 0.01 < 0.01
Total EPA-16 PAHs ug/l < 0.01 NONE < 0.01 < 0.01
-
Kent ME17 2JN
Tel : 01622 850410
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Site Reference: K+N Distribution
Depot
TP / BH No
Water Analysis Certificate - Speciated PAH
QTS Environmental Report No: 14-26026 Date Sampled
Lustre Consulting Ltd Time Sampled
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 31/10/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 5 of 8
24/10/14 24/10/14 24/10/14 24/10/14 24/10/14
None Supplied None Supplied None Supplied None Supplied None Supplied
WS501 WS502 WS503 WS507 WS513
None Supplied None Supplied None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied None Supplied None Supplied
123555 123556 123557 123558 123559
Determinand Unit RL Accreditation
Dichlorodifluoromethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Vinyl Chloride ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Chloromethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Chloroethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Bromomethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Trichlorofluoromethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,1-Dichloroethene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
MTBE ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
trans-1,2-Dichloroethene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,1-Dichloroethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
cis-1,2-Dichloroethene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
2,2-Dichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Chloroform ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Bromochloromethane ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
1,1,1-Trichloroethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,1-Dichloropropene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Carbon Tetrachloride ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,2-Dichloroethane ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
Benzene ug/l < 1 ISO17025 < 1 < 1 < 1 < 1 < 1
1,2-Dichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Trichloroethene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Bromodichloromethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Dibromomethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
TAME ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
cis-1,3-Dichloropropene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Toluene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
trans-1,3-Dichloropropene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,1,2-Trichloroethane ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
1,3-Dichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Tetrachloroethene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Dibromochloromethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,2-Dibromoethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Chlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,1,1,2-Tetrachloroethane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Ethyl Benzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
m,p-Xylene ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
o-Xylene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Styrene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Bromoform ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
Isopropylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,1,2,2-Tetrachloroethane ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
1,2,3-Trichloropropane ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
n-Propylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
Bromobenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
2-Chlorotoluene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,3,5-Trimethylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
4-Chlorotoluene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
tert-Butylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,2,4-Trimethylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
sec-Butylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
p-Isopropyltoluene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,3-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,4-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
n-Butylbenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,2-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
1,2-Dibromo-3-chloropropane ug/l < 10 ISO17025 < 10 < 10 < 10 < 10 < 10
Hexachlorobutadiene ug/l < 5 ISO17025 < 5 < 5 < 5 < 5 < 5
-
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Site Reference: K+N Distribution Depot TP / BH No
Project / Job Ref: 1309 Additional Refs
Tel : 01622 850410
Water Analysis Certificate - Volatile Organic Compounds (VOC)
QTS Environmental Report No: 14-26026 Date Sampled
Lustre Consulting Ltd Time Sampled
Kent ME17 2JN
Reporting Date: 31/10/2014 QTSE Sample No
Order No: 1309 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 6 of 8
24/10/14 24/10/14
None Supplied None Supplied
WS514 WS517
None Supplied None Supplied
None Supplied None Supplied
123560 123561
Determinand Unit RL Accreditation
Dichlorodifluoromethane ug/l < 5 ISO17025 < 5 < 5
Vinyl Chloride ug/l < 5 ISO17025 < 5 < 5
Chloromethane ug/l < 5 ISO17025 < 5 < 5
Chloroethane ug/l < 5 ISO17025 < 5 < 5
Bromomethane ug/l < 5 ISO17025 < 5 < 5
Trichlorofluoromethane ug/l < 5 ISO17025 < 5 < 5
1,1-Dichloroethene ug/l < 5 ISO17025 < 5 < 5
MTBE ug/l < 10 ISO17025 < 10 < 10
trans-1,2-Dichloroethene ug/l < 5 ISO17025 < 5 < 5
1,1-Dichloroethane ug/l < 5 ISO17025 < 5 < 5
cis-1,2-Dichloroethene ug/l < 5 ISO17025 < 5 < 5
2,2-Dichloropropane ug/l < 5 ISO17025 < 5 < 5
Chloroform ug/l < 5 ISO17025 < 5 < 5
Bromochloromethane ug/l < 10 ISO17025 < 10 < 10
1,1,1-Trichloroethane ug/l < 5 ISO17025 < 5 < 5
1,1-Dichloropropene ug/l < 5 ISO17025 < 5 < 5
Carbon Tetrachloride ug/l < 5 ISO17025 < 5 < 5
1,2-Dichloroethane ug/l < 10 ISO17025 < 10 < 10
Benzene ug/l < 1 ISO17025 < 1 < 1
1,2-Dichloropropane ug/l < 5 ISO17025 < 5 < 5
Trichloroethene ug/l < 5 ISO17025 < 5 < 5
Bromodichloromethane ug/l < 5 ISO17025 < 5 < 5
Dibromomethane ug/l < 5 ISO17025 < 5 < 5
TAME ug/l < 5 ISO17025 < 5 < 5
cis-1,3-Dichloropropene ug/l < 5 ISO17025 < 5 < 5
Toluene ug/l < 5 ISO17025 < 5 < 5
trans-1,3-Dichloropropene ug/l < 5 ISO17025 < 5 < 5
1,1,2-Trichloroethane ug/l < 10 ISO17025 < 10 < 10
1,3-Dichloropropane ug/l < 5 ISO17025 < 5 < 5
Tetrachloroethene ug/l < 5 ISO17025 < 5 < 5
Dibromochloromethane ug/l < 5 ISO17025 < 5 < 5
1,2-Dibromoethane ug/l < 5 ISO17025 < 5 < 5
Chlorobenzene ug/l < 5 ISO17025 < 5 < 5
1,1,1,2-Tetrachloroethane ug/l < 5 ISO17025 < 5 < 5
Ethyl Benzene ug/l < 5 ISO17025 < 5 < 5
m,p-Xylene ug/l < 10 ISO17025 < 10 < 10
o-Xylene ug/l < 5 ISO17025 < 5 < 5
Styrene ug/l < 5 ISO17025 < 5 < 5
Bromoform ug/l < 10 ISO17025 < 10 < 10
Isopropylbenzene ug/l < 5 ISO17025 < 5 < 5
1,1,2,2-Tetrachloroethane ug/l < 10 ISO17025 < 10 < 10
1,2,3-Trichloropropane ug/l < 5 ISO17025 < 5 < 5
n-Propylbenzene ug/l < 5 ISO17025 < 5 < 5
Bromobenzene ug/l < 5 ISO17025 < 5 < 5
2-Chlorotoluene ug/l < 5 ISO17025 < 5 < 5
1,3,5-Trimethylbenzene ug/l < 5 ISO17025 < 5 < 5
4-Chlorotoluene ug/l < 5 ISO17025 < 5 < 5
tert-Butylbenzene ug/l < 5 ISO17025 < 5 < 5
1,2,4-Trimethylbenzene ug/l < 5 ISO17025 < 5 < 5
sec-Butylbenzene ug/l < 5 ISO17025 < 5 < 5
p-Isopropyltoluene ug/l < 5 ISO17025 < 5 < 5
1,3-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5
1,4-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5
n-Butylbenzene ug/l < 5 ISO17025 < 5 < 5
1,2-Dichlorobenzene ug/l < 5 ISO17025 < 5 < 5
1,2-Dibromo-3-chloropropane ug/l < 10 ISO17025 < 10 < 10
Hexachlorobutadiene ug/l < 5 ISO17025 < 5 < 5
-
Kent ME17 2JN
Tel : 01622 850410
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Site Reference: K+N Distribution Depot TP / BH No
Water Analysis Certificate - Volatile Organic Compounds (VOC)
QTS Environmental Report No: 14-26026 Date Sampled
Lustre Consulting Ltd Time Sampled
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
Reporting Date: 31/10/2014 QTSE Sample No
QTS Environmental Ltd - Registered in England No 06620874 Page 7 of 8
Matrix Analysed
On
Determinand Brief Method Description Method
No
Water UF Alkalinity Determination of alkalinity by titration against hydrochloric acid using bromocresol green as the end point E103
Water UF BTEX Determination of BTEX by headspace GC-MS E101
Water F Cations Determination of cations by filtration followed by ICP-MS E102
Water UF Chemical Oxygen Demand (COD) Determination using a COD reactor followed by colorimetry E112
Water F Chloride Determination of chloride by filtration & analysed by ion chromatography E109
Water F Chromium - Hexavalent Determination of hexavalent chromium by acidification, addition of 1,5 diphenylcarbazide followed by colorimetryE116
Water UF Cyanide - Complex Determination of complex cyanide by distillation followed by colorimetry E115
Water UF Cyanide - Free Determination of free cyanide by distillation followed by colorimetry E115
Water UF Cyanide - Total Determination of total cyanide by distillation followed by colorimetry E115
Water UF Cyclohexane Extractable Matter (CEM) Gravimetrically determined through liquid:liquid extraction with cyclohexane E111
Water F Diesel Range Organics (C10 - C24) Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F Dissolved Organic Content (DOC) Determination of DOC by filtration followed by low heat with persulphate addition followed by IR detection E110
Water UF Electrical Conductivity Determination of electrical conductivity by electrometric measurement E123
Water F EPH (C10 – C40) Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F EPH TEXAS Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F Fluoride Determination of Fluoride by filtration & analysed by ion chromatography E109
Water F Hardness Determination of Ca and Mg by ICP-MS followed by calculation E102
Leachate F Leachate Preparation - NRA Based on National Rivers Authority leaching test 1994 E301
Leachate F Leachate Preparation - WAC Based on BS EN 12457 Pt1, 2, 3 E302
Water F Metals Determination of metals by filtration followed by ICP-MS E102
Water F Mineral Oil (C10 - C40) Determination of liquid:liquid extraction with hexane followed by GI-FID E104
Water F Nitrate Determination of nitrate by filtration & analysed by ion chromatography E109
Water UF Monohydric Phenol Determination of phenols by distillation followed by colorimetry E121
Water F PAH - Speciated (EPA 16)Determination of PAH compounds by concentration through SPE cartridge, collection in dichloromethane
followed by GC-MSE105
Water F PCB - 7 Congeners Determination of PCB compounds by concentration through SPE cartridge, collection in dichloromethane followed by GC-MSE108
Water UF Petroleum Ether Extract (PEE) Gravimetrically determined through liquid:liquid extraction with petroleum ether E111
Water UF pH Determination of pH by electrometric measurement E107
Water F Phosphate Determination of phosphate by filtration & analysed by ion chromatography E109
Water UF Redox Potential Determination of redox potential by electrometric measurement E113
Water F Sulphate (as SO4) Determination of sulphate by filtration & analysed by ion chromatography E109
Water UF Sulphide Determination of sulphide by distillation followed by colorimetry E118
Water F SVOCDetermination of semi-volatile organic compounds by concentration through SPE cartridge, collection in
dichloromethane followed by GC-MSE106
Water UF Toluene Extractable Matter (TEM) Gravimetrically determined through liquid:liquid extraction with toluene E111
Water UF Total Organic Carbon (TOC) Low heat with persulphate addition followed by IR detection E110
Water F TPH CWG Determination of liquid:liquid extraction with hexane, fractionating with SPE followed by GC-FID E104
Water F TPH LQM Determination of liquid:liquid extraction with hexane, fractionating with SPE followed by GC-FID E104
Water UF VOCs Determination of volatile organic compounds by headspace GC-MS E101
Water UF VPH (C6 - C10) Determination of hydrocarbons C6-C10 by headspace GC-MS E101
Key
F Filtered
UF Unfiltered
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Order No: 1309
Reporting Date: 31/10/2014
Tel : 01622 850410 '
Soil Analysis Certificate - Methodology & Miscellaneous Information
QTS Environmental Report No: 14-26026
Lustre Consulting Ltd
Site Reference: K+N Distribution Depot
Project / Job Ref: 1309
QTS Environmental Ltd - Registered in England No 06620874 Page 8 of 8
Amy Khan QTS Environmental Ltd
Lustre Consulting Ltd Unit 1
Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Kent
ME17 2JN
t: 01622 [email protected]
Site Reference: K & N Distribution Depot
Project / Job Ref: 1309
Order No: 1309
Sample Receipt Date: 08/10/2014
Sample Scheduled Date: 06/11/2014
Report Issue Number: 1
Reporting Date: 28/11/2014
Authorised by: Authorised by:
Russell Jarvis Kevin Old
Director Director
On behalf of QTS Environmental Ltd On behalf of QTS Environmental Ltd
Admiral's Offices
The Historic Dockyard
Chatham
Kent
ME4 4TZ
QTS Environmental Report No: 14-26360
QTS Environmental Ltd - Registered in England No 06620874 Page 1 of 2
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
BH1 BH2 BH3
None Supplied None Supplied None Supplied
None Supplied None Supplied None Supplied
124965 124966 124967
Determinand Unit RL Accreditation
Tentative Petroleum Type N/a N/a NONETypical of
weathered diesel
range organics
Typical of
weathered diesel
range organics
Typical of
weathered diesel
range organics
Subcontracted analysis (S)
Kent ME17 2JN
QTS Environmental Ltd
Unit 1, Rose Lane Industrial Estate
Rose Lane
Lenham Heath
Maidstone
Tel : 01622 850410
Oil Analysis Certificate
QTS Environmental Report No: 14-26360 Date Sampled
Lustre Consulting Ltd Time Sampled
Reporting Date: 28/11/2014 QTSE Sample No
Site Reference: K & N Distribution Depot TP / BH No
Project / Job Ref: 1309 Additional Refs
Order No: 1309 Depth (m)
QTS Environmental Ltd - Registered in England No 06620874 Page 2 of 2
APPENDIX D
GEOTECHNICAL TEST
CERTIFICATES
Project Name: Samples Received:
Project Started:
Client: Testing Started:
Project No: Our job/report no: Date Reported:
Borehole
No:
Sample
No:
Depth
(m)
Moisture
content
(%)
Liquid
Limit
(%)
Plastic
Limit
(%)
Plasticity
Index
(%)
Passing
0.425
mm (%)
WS5031.20 -
2.0019 38 18 20 94
WS5053.40 -
3.7026 43 22 21 100
WS5072.50 -
3.0015 29 19 10 100
WS508.60 -
1.0013 29 18 11 100
WS5102.00 -
2.4023 35 19 16 100
WS5121.20 -
1.5024 39 23 16 100
WS5131.60 -
1.9019 28 15 13 100
WS5133.70 -
4.0025 34 20 14 100
WS5142.50 -
2.8018 26 16 10 100
WS5161.60 -
2.0022 31 18 13 100
WS5171.45 -
2.0023 38 20 18 100
WS518.50 -
1.0017 40 20 20 100
Summary of Test ResultsInitials: K.P
BS 1377 : Part 2 : Clause 5 : 1990 Determination of the plastic limit and plasticity index. Date: 04/11/2014
2519 BS 1377 : Part 2 : Clause 3.2 : 1990 Determination of the moisture content by the oven-drying method.
Test Report by K4 SOILS LABORATORY Unit 8 Olds Close Olds Approach Watford Herts WD18 9RU
Test Results relate only to the sample numbers shown above. Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr)
All samples connected with this report ,incl any on 'hold' will be stored and disposed off according to Company policy.Acopy of this policy is available on request. MSF-11/R2
Medium strength reddish brown slightly sandy silty CLAY with
fine mudstone fragments
K4 SOILS
Remarks
14/10/2014
15/10/2014
27/10/2014
04/11/2014
K&N Distribution Depot, Derby
Lustre Consulting
176441309
BS 1377 : Part 2 : Clause 4.4 : 1990 Determination of the liquid limit by the cone penetrometer method.
Description
Very high strength brown slightly gravelly silty CLAY
occasional with black flecks (gravel is fm and sub-angular)
Medium strength reddish brown slightly sandy silty CLAY
High strength reddish brown slightly fine sandy silty CLAY
Reddish brown and occasional pale grey silty CLAY
Medium strength reddish brown silty CLAY
Reddish brown silty CLAY
Reddish brown silty CLAY
High strength fissured reddish brown silty CLAY
Medium strength reddish brown mottled pale blue grey silty
CLAY
Medium strength reddish brown slightly sandy silty CLAY with
fine mudstone fragments
Checked and
Approved
Reddish brown and occasional pale grey silty CLAY
Approved Signatories:
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to company policy. A copy of this policy is available on request. Sheet 3/3 MSF-11/R9
BS 1377 : Part 2 : 1990 : Clause 9
K4 SOILS
Location K&N Distribution Depot, Derby
Borehole / Trial
Pit No:
PARTICLE SIZE DISTRIBUTIONOur Report No:
0.025 58
90
75
100
100
-
WS507
Depth 1.50 - 2.00 m
17644
Project No: 1309
Visual Soil
Description
Reddish brown slightly sandy silty CLAY with traces of fine
mudstone fragments Sample Type/No
Sieving Sedimentation Test Method
Particle Size
mm% Passing
Particle Size
mm% Passing
BS 1377 : Part 2 : 1990
Sieving Clause 9.2
0.018 53
0.01450 100
Sedimentation Clause 9.5
63 100
0.035 65
125 100 0.049 71
0.010 42
Cobbles 0.0
28 100 0.007
48
37.5 100
14 100
37
0.005 32
0.004 28
10 100 0.003 25
20 100
0.001 236.3 100
5 98
3.35
81
D60870.3
1.18 94
0.6 91
0.425 89
97
0.212 83
Unit 8 Olds Close Olds Approach
Watford Herts WD18 9RU.
E-mail: [email protected]
N/A
0.15
D10
2 96
K.Phaure(Tech.Mgr) J.Phaure(Lab.Mgr)
Uniformity Coefficient0.063 73
K4 SOILS LABORATORY
Suitable Amount Of
Sample ReceivedYes
13/11/2014
Checked and Approved
2519
Grading Analysis
D100 125.0
Clay 23.9
Silt 48.7
Gravel 4.2
Sand 23.2
Sample Proportions
0.0
02
0.0
06
0.0
3
0.0
6
0.2
0.6
2
6
20
60
200
0
10
20
30
40
50
60
70
80
90
100
Perc
en
tag
e P
assin
g -
%
Particle Size - mm
CLAYSILT SAND GRAVEL
COBBLESFine Medium Coarse Fine Medium Coarse Fine Medium Coarse
Approved Signatories:
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to company policy. A copy of this policy is available on request. Sheet 3/3 MSF-11/R9
BS 1377 : Part 2 : 1990 : Clause 9
K4 SOILS
Location K&N Distribution Depot, Derby
Borehole / Trial
Pit No:
PARTICLE SIZE DISTRIBUTIONOur Report No:
0.026 34
90
75
100
100
-
WS514
Depth 3.60 - 4.00 m
17644
Project No: 1309
Visual Soil
Description
Reddish brown sandy clayey SILT with occasional fm
mudstone fragments Sample Type/No
Sieving Sedimentation Test Method
Particle Size
mm% Passing
Particle Size
mm% Passing
BS 1377 : Part 2 : 1990
Sieving Clause 9.2
0.019 30
0.01450 100
Sedimentation Clause 9.5
63 100
0.037 37
125 100 0.051 41
0.010 25
Cobbles 0.0
28 100 0.007
27
37.5 100
14 100
21
0.005 17
0.004 13
10 98 0.003 13
20 100
0.002 116.3 94
5 91
3.35
48
D60580.3
1.18 80
0.6 70
0.425 65
88
0.212 51
Unit 8 Olds Close Olds Approach
Watford Herts WD18 9RU.
E-mail: [email protected]
N/A
0.15
D10
2 85
K.Phaure(Tech.Mgr) J.Phaure(Lab.Mgr)
Uniformity Coefficient0.063 42
K4 SOILS LABORATORY
Suitable Amount Of
Sample ReceivedYes
13/11/2014
Checked and Approved
2519
Grading Analysis
0.3
D100 125.0
Clay 11.8
Silt 29.7
Gravel 15.4
Sand 43.1
Sample Proportions
0.0
02
0.0
06
0.0
3
0.0
6
0.2
0.6
2
6
20
60
200
0
10
20
30
40
50
60
70
80
90
100
Perc
en
tag
e P
assin
g -
%
Particle Size - mm
CLAYSILT SAND GRAVEL
COBBLESFine Medium Coarse Fine Medium Coarse Fine Medium Coarse
Approved Signatories:
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to company policy. A copy of this policy is available on request. Sheet 3/3 MSF-11/R9
BS 1377 : Part 2 : 1990 : Clause 9
K4 SOILS
Location K&N Distribution Depot, Derby
Borehole / Trial
Pit No:
PARTICLE SIZE DISTRIBUTIONOur Report No:
0.026 34
90
75
100
100
-
WS514
Depth 3.60 - 4.00 m
17644
Project No: 1309
Visual Soil
Description
Reddish brown sandy clayey SILT with occasional fm
mudstone fragments Sample Type/No
Sieving Sedimentation Test Method
Particle Size
mm% Passing
Particle Size
mm% Passing
BS 1377 : Part 2 : 1990
Sieving Clause 9.2
0.019 30
0.01450 100
Sedimentation Clause 9.5
63 100
0.037 37
125 100 0.051 41
0.010 25
Cobbles 0.0
28 100 0.007
27
37.5 100
14 100
21
0.005 17
0.004 13
10 98 0.003 13
20 100
0.002 116.3 94
5 91
3.35
48
D60580.3
1.18 80
0.6 70
0.425 65
88
0.212 51
Unit 8 Olds Close Olds Approach
Watford Herts WD18 9RU.
E-mail: [email protected]
N/A
0.15
D10
2 85
K.Phaure(Tech.Mgr) J.Phaure(Lab.Mgr)
Uniformity Coefficient0.063 42
K4 SOILS LABORATORY
Suitable Amount Of
Sample ReceivedYes
13/11/2014
Checked and Approved
2519
Grading Analysis
0.3
D100 125.0
Clay 11.8
Silt 29.7
Gravel 15.4
Sand 43.1
Sample Proportions
0.0
02
0.0
06
0.0
3
0.0
6
0.2
0.6
2
6
20
60
200
0
10
20
30
40
50
60
70
80
90
100
Perc
en
tag
e P
assin
g -
%
Particle Size - mm
CLAYSILT SAND GRAVEL
COBBLESFine Medium Coarse Fine Medium Coarse Fine Medium Coarse
Approved Signatories:
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to company policy. A copy of this policy is available on request. Sheet 3/3 MSF-11/R9
BS 1377 : Part 2 : 1990 : Clause 9
K4 SOILS
Location K&N Distribution Depot, Derby
Borehole / Trial
Pit No:
PARTICLE SIZE DISTRIBUTIONOur Report No:
0.025 77
90
75
100
100
-
WS515
Depth 2.50 - 3.00 m
17644
Project No: 1309
Visual Soil
Description
Reddish brown slightly sandy very silty CLAY with traces of
fine mudstone fragments Sample Type/No
Sieving Sedimentation Test Method
Particle Size
mm% Passing
Particle Size
mm% Passing
BS 1377 : Part 2 : 1990
Sieving Clause 9.2
0.018 70
0.01350 100
Sedimentation Clause 9.5
63 100
0.034 85
125 100 0.048 89
0.010 55
Cobbles 0.0
28 100 0.007
62
37.5 100
14 100
48
0.005 39
0.004 34
10 100 0.003 29
20 100
0.001 256.3 100
5 100
3.35
93
D60990.3
1.18 100
0.6 100
0.425 100
100
0.212 96
Unit 8 Olds Close Olds Approach
Watford Herts WD18 9RU.
E-mail: [email protected]
N/A
0.15
D10
2 100
K.Phaure(Tech.Mgr) J.Phaure(Lab.Mgr)
Uniformity Coefficient0.063 91
K4 SOILS LABORATORY
Suitable Amount Of
Sample ReceivedYes
13/11/2014
Checked and Approved
2519
Grading Analysis
D100 125.0
Clay 26.7
Silt 63.8
Gravel 0.1
Sand 9.4
Sample Proportions
0.0
02
0.0
06
0.0
3
0.0
6
0.2
0.6
2
6
20
60
200
0
10
20
30
40
50
60
70
80
90
100
Perc
en
tag
e P
assin
g -
%
Particle Size - mm
CLAYSILT SAND GRAVEL
COBBLESFine Medium Coarse Fine Medium Coarse Fine Medium Coarse
Approved Signatories:
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to company policy. A copy of this policy is available on request. Sheet 3/3 MSF-11/R9
BS 1377 : Part 2 : 1990 : Clause 9
K4 SOILS
Location K&N Distribution Depot, Derby
Borehole / Trial
Pit No:
PARTICLE SIZE DISTRIBUTIONOur Report No:
0.025 51
90
75
100
100
-
WS516
Depth 1.60 - 2.00 m
17644
Project No: 1309
Visual Soil
Description
Medium strength reddish brown sandy very silty CLAY with
traces of fine mudstone fragments Sample Type/No
Sieving Sedimentation Test Method
Particle Size
mm% Passing
Particle Size
mm% Passing
BS 1377 : Part 2 : 1990
Sieving Clause 9.2
0.018 45
0.01350 100
Sedimentation Clause 9.5
63 100
0.035 55
125 100 0.048 60
0.010 36
Cobbles 0.0
28 100 0.007
40
37.5 100
14 100
31
0.005 26
0.004 22
10 100 0.003 18
20 100
0.001 166.3 100
5 100
3.35
73
D60880.3
1.18 100
0.6 98
0.425 93
100
0.212 81
Unit 8 Olds Close Olds Approach
Watford Herts WD18 9RU.
E-mail: [email protected]
N/A
0.15
D10
2 100
K.Phaure(Tech.Mgr) J.Phaure(Lab.Mgr)
Uniformity Coefficient0.063 62
K4 SOILS LABORATORY
Suitable Amount Of
Sample ReceivedYes
13/11/2014
Checked and Approved
2519
Grading Analysis
D100 125.0
Clay 17.3
Silt 44.6
Gravel 0.0
Sand 38.1
Sample Proportions
0.0
02
0.0
06
0.0
3
0.0
6
0.2
0.6
2
6
20
60
200
0
10
20
30
40
50
60
70
80
90
100
Perc
en
tag
e P
assin
g -
%
Particle Size - mm
CLAYSILT SAND GRAVEL
COBBLESFine Medium Coarse Fine Medium Coarse Fine Medium Coarse
Approved Signatories:
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to company policy. A copy of this policy is available on request. Sheet 3/3 MSF-11/R9
BS 1377 : Part 2 : 1990 : Clause 9
K4 SOILS
Location K&N Distribution Depot, Derby
Borehole / Trial
Pit No:
PARTICLE SIZE DISTRIBUTIONOur Report No:
0.024 82
90
75
100
100
-
WS517
Depth 1.45 - 2.00 m
17644
Project No: 1309
Visual Soil
Description
Reddish brown slightly sandy very silty CLAY with traces of
fm mudstone fragments Sample Type/No
Sieving Sedimentation Test Method
Particle Size
mm% Passing
Particle Size
mm% Passing
BS 1377 : Part 2 : 1990
Sieving Clause 9.2
0.017 77
0.01350 100
Sedimentation Clause 9.5
63 100
0.033 88
125 100 0.046 93
0.009 66
Cobbles 0.0
28 100 0.007
71
37.5 100
14 98
60
0.005 51
0.003 45
10 98 0.002 40
20 100
0.001 366.3 98
5 98
3.35
97
D60970.3
1.18 98
0.6 98
0.425 97
98
0.212 97
Unit 8 Olds Close Olds Approach
Watford Herts WD18 9RU.
E-mail: [email protected]
N/A
0.15
D10
2 98
K.Phaure(Tech.Mgr) J.Phaure(Lab.Mgr)
Uniformity Coefficient0.063 95
K4 SOILS LABORATORY
Suitable Amount Of
Sample ReceivedYes
13/11/2014
Checked and Approved
2519
Grading Analysis
D100 125.0
Clay 37.9
Silt 56.8
Gravel 2.5
Sand 2.8
Sample Proportions
0.0
02
0.0
06
0.0
3
0.0
6
0.2
0.6
2
6
20
60
200
0
10
20
30
40
50
60
70
80
90
100
Perc
en
tag
e P
assin
g -
%
Particle Size - mm
CLAYSILT SAND GRAVEL
COBBLESFine Medium Coarse Fine Medium Coarse Fine Medium Coarse
Client : Our Job/report no: Samples Rec : Testing Started:
Project name: Project No: Project Started: Date reported:
WS503
WS505
WS507
WS512
WS513
WS514
WS516
WS518
Initials
Test Report by K4 SOILS LABORATORY Unit 8 Olds Close Olds Approach Watford WD18 9RU Approved Signatories: K.Phaure (Tech.Mgr) J.Phaure (Lab.Mgr)
1.60 - 2.00Medium strength reddish brown slightly sandy silty CLAY with fine
mudstone fragments 28 1.99 1.56 32
NA1.94 20 5.2 179 Brittle 90
18.5 131 Plastic 66 NA
Checked and
approved
kp
Brittle 99 NA
1.54 24
1.96 50 4.0 198
5.1 142 Brittle 71 NA
NA
1.68 50
2519
Summary of Undrained Triaxial Compression Testing
BS 1377 : Part 7 : Clause 8 : 1990
Test Results relate only to the sample numbers shown above. All samples connected with this report, incl any on 'hold' will be stored and disposed off according to company policy. A copy of this policy is available on request.
3.40 - 3.70 Medium strength reddish brown slightly sandy silty CLAY 25 2.20 1.77
K4 SOILS
1.20 - 1.50 Medium strength reddish brown silty CLAY 24 1.92
16 2.26
3.70 - 4.00 Medium strength reddish brown mottled pale blue grey silty CLAY 25 2.15
BH / TP
No
Sample no /
ref
2.50 - 3.00
68 11.3 133
2.50 - 2.80Medium strength reddish brown slightly sandy silty CLAY with fine
mudstone fragments 20 2.02 19 107
1.72 74 18.4 88
.50 - 1.00 High strength fissured reddish brown silty CLAY 19 2.31
9.4241.68211.20 - 2.00
High strength reddish brown slightly fine sandy silty CLAY
2.02Very high strength brown slightly gravelly silty CLAY occasional with black
flecks (gravel is fm and sub-angular)
Compound
Compound
Plastic
Moisture
content
(%)
Lustre Consulting
K&N Distribution Depot, Derby
Dry density
(Mg/m3)
Bulk Density
(Mg/m3)
17644
Strain at
failure (%)
1309
Phi (deg)
Shear
Strength
(kPa)
Cell
Pressure
(kPa)
Mode of
failure
Max Deviator
Stress (kPa)
04/11/2014-
Sample
depth (m)Description
NA207Compound414
14/10/2014 27/10/2014
67 NA
44
54 NA
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
Shear Strength
Parameters
C 207 kPa
Phi 0.0 °
Sample Condition Undisturbed
1Sample Details
Height mm 168.0
Diameter mm
Dry Density Mg/m³ 1.68
84.0
Moisture Content % 21
Cell Pressure kPa 24
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.51
Membrane Thickness mm 0.2
kPa 207
Maximum Deviator Stress kPa 414
Strain at Failure % 9.4
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.02
27/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
Very high strength brown slightly gravelly silty CLAY occasional with black flecks (gravel is fm and sub-angular)
1.20
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS503
Mode of Failure Compound
Shear Strength
-50
0
50
100
150
200
250
300
350
400
450
0 2 4 6 8 10 12 14
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
100
200
300
400
500
0 100 200 300 400 500 600 700 800 900 1000
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
Shear Strength
Parameters
C 66 kPa
Phi 0.0 °
Sample Condition Undisturbed
1Sample Details
Height mm 100.0
Diameter mm
Dry Density Mg/m³ 1.77
50.0
Moisture Content % 25
Cell Pressure kPa 68
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.99
Membrane Thickness mm 0.2
kPa 66
Maximum Deviator Stress kPa 133
Strain at Failure % 11.3
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.20
28/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
Medium strength reddish brown slightly sandy silty CLAY
3.40
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS505
Mode of Failure Compound
Shear Strength
-20
0
20
40
60
80
100
120
140
0 2 4 6 8 10 12 14 16
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
Shear Strength
Parameters
C 66 kPa
Phi 0.0 °
Sample Condition Undisturbed
1Sample Details
Height mm 100.0
Diameter mm
Dry Density Mg/m³ 1.77
50.0
Moisture Content % 25
Cell Pressure kPa 68
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.99
Membrane Thickness mm 0.2
kPa 66
Maximum Deviator Stress kPa 133
Strain at Failure % 11.3
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.20
28/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
Medium strength reddish brown slightly sandy silty CLAY
3.40
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS505
Mode of Failure Compound
Shear Strength
-20
0
20
40
60
80
100
120
140
0 2 4 6 8 10 12 14 16
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
Shear Strength
Parameters
C 99 kPa
Phi 0.0 °
Sample Condition Undisturbed
1Sample Details
Height mm 112.0
Diameter mm
Dry Density Mg/m³ 1.96
58.0
Moisture Content % 16
Cell Pressure kPa 50
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.37
Membrane Thickness mm 0.2
kPa 99
Maximum Deviator Stress kPa 198
Strain at Failure % 4.0
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.26
28/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
High strength reddish brown slightly fine sandy silty CLAY
2.50
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS507
Mode of Failure Brittle
Shear Strength
-50
0
50
100
150
200
250
0 1 2 3 4 5 6 7
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
27/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
Medium strength reddish brown silty CLAY
1.20
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS512
Mode of Failure Brittle
Shear Strength
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 1.92
kPa 71
Maximum Deviator Stress kPa 142
Strain at Failure % 5.1
Cell Pressure kPa 24
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.36
Membrane Thickness mm 0.2
Height mm 146.0
Diameter mm
Dry Density Mg/m³ 1.54
73.0
Moisture Content % 24
Sample Condition Undisturbed
1Sample Details
Shear Strength
Parameters
C 71 kPa
Phi 0.0 °
-20
0
20
40
60
80
100
120
140
160
0 1 2 3 4 5 6 7
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
27/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
Medium strength reddish brown mottled pale blue grey silty CLAY
3.70
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS513 -
Mode of Failure Compound
Shear Strength
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.15
kPa 44
Maximum Deviator Stress kPa 88
Strain at Failure % 18.4
Cell Pressure kPa 74
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 1.18
Membrane Thickness mm 0.2
Height mm 122.0
Diameter mm
Dry Density Mg/m³ 1.72
61.0
Moisture Content % 25
Sample Condition Undisturbed
1Sample Details
Shear Strength
Parameters
C 44 kPa
Phi 0.0 °
-10
0
10
20
30
40
50
60
70
80
90
100
0 5 10 15 20 25
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
27/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
Medium strength reddish brown mottled pale blue grey silty CLAY
3.70
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS513 -
Mode of Failure Compound
Shear Strength
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.15
kPa 44
Maximum Deviator Stress kPa 88
Strain at Failure % 18.4
Cell Pressure kPa 74
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 1.18
Membrane Thickness mm 0.2
Height mm 122.0
Diameter mm
Dry Density Mg/m³ 1.72
61.0
Moisture Content % 25
Sample Condition Undisturbed
1Sample Details
Shear Strength
Parameters
C 44 kPa
Phi 0.0 °
-10
0
10
20
30
40
50
60
70
80
90
100
0 5 10 15 20 25
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
27/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
Medium strength reddish brown slightly sandy silty CLAY with fine mudstone fragments
1.60
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS516 -
Mode of Failure Plastic
Shear Strength
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 1.99
kPa 65
Maximum Deviator Stress kPa 131
Strain at Failure % 18.5
Cell Pressure kPa 32
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.97
Membrane Thickness mm 0.2
Height mm 142.0
Diameter mm
Dry Density Mg/m³ 1.56
74.0
Moisture Content % 28
Sample Condition Undisturbed
1Sample Details
Shear Strength
Parameters
C 65 kPa
Phi 0.0 °
-20
0
20
40
60
80
100
120
140
0 5 10 15 20 25
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
Shear Strength
Parameters
C 90 kPa
Phi 0.0 °
Sample Condition Undisturbed
1Sample Details
Height mm 160.0
Diameter mm
Dry Density Mg/m³ 1.94
80.0
Moisture Content % 19
Cell Pressure kPa 20
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.33
Membrane Thickness mm 0.2
kPa 90
Maximum Deviator Stress kPa 179
Strain at Failure % 5.2
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.31
27/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
High strength fissured reddish brown silty CLAY
0.50
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS518
Mode of Failure Brittle
Shear Strength
-20
0
20
40
60
80
100
120
140
160
180
200
0 1 2 3 4 5 6 7
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
Project name: Samples Received:
Project Started:
Client: Testing Started:
Project no: Our job /report no: Date Reported:
Sample no: Depth (m):
Specimen
Approved Signatories: K.Phaure(Tech.Mgr)
Initials: kp
Test results relate only to the sample numbers shown above Date:
All samples connected with this report, incl any on 'hold' will be disposed off according to Company Policy. A copy of this policy is available on request. MSF-11/R9 Sheet 2/2
Shear Strength
Parameters
C 90 kPa
Phi 0.0 °
Sample Condition Undisturbed
1Sample Details
Height mm 160.0
Diameter mm
Dry Density Mg/m³ 1.94
80.0
Moisture Content % 19
Cell Pressure kPa 20
Rate of Axial Displacement %/min 2.00
Membrane Correction kPa 0.33
Membrane Thickness mm 0.2
kPa 90
Maximum Deviator Stress kPa 179
Strain at Failure % 5.2
K4 SOILS Report of Undrained Triaxial Compression Test
BS 1377 : Part 7 : 1990 Clause 8.0
14/10/2014
15/10/2014
K&N Distribution Depot, Derby
Po
sitio
n a
nd
ori
en
tatio
n w
ith
in
the
ori
gin
al sa
mp
le
Test Details
Bulk Density Mg/m³ 2.31
27/10/2014
J.Phaure(Lab.Mgr)
Checked and Approved
Soil Description:
BH / TP no:
Lustre Consulting
1309 17644 04/11/2014
2519
High strength fissured reddish brown silty CLAY
0.50
K4 SOILS LABORATORYUnit 8, Olds Close, Watford, Herts, WD18 9RU.
Tel:01923711288 Fax:01923711311
E-mail: [email protected] 04/11/2014
WS518
Mode of Failure Brittle
Shear Strength
-20
0
20
40
60
80
100
120
140
160
180
200
0 1 2 3 4 5 6 7
Devia
tor
Str
ess
- k
Pa
Strain - %
Specimen 1
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
Sh
ear
Str
ess -
kP
a
Normal Stress - kPa
APPENDIX E
ENVIRONMENTAL
ASSESSMENT
SOM = 1% SOM = 1% 10 0 0 0 0 0 0 0 0 0 0 0 0.007
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS SOM = 2.5%SOM = 2.5%
MADE GROUND SOM = 6%
1309 2.784762
K&N Distribution Depot, Draycott in the Clay SOM = 2.5%
AWS030.35 AWS040.32 AWS050.20 AWS060.50 AWS070.30 AWS070.60 AWS090.20 AWS090.40 AWS110.50 AWS120.20 SP10.50 TP10.30 - 0.50
AWS03 AWS04 AWS05 AWS06 AWS07 AWS07 AWS09 AWS09 AWS11 AWS12 SP1 TP1
0.35 0.32 0.20 0.50 0.30 0.60 0.20 0.40 0.50 0.20 0.50 0.30 - 0.50
Asbestos Screen N/A N/A N/A N/A 34 Detected 0 Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected
pH no units 7.30 7.84 9.10 24 No Criteria 0 - - 7.4 - - 7.7 - 7.3 7.6 7.5 9.1 8.1
Total Cyanide mg/kg <LOD <LOD <LOD 22 53.00 0 - - < 2 - - < 2 - < 2 < 2 < 2 < 2 < 2
Total Organic Carbon (TOC) mg/kg 0.30 1.62 3.70 22 No Criteria 0 - - 1 - - < 0.1 - 0.5 3 3.4 1.1 3.7
37 Arsenic mg/kg 2.00 9.36 23.00 22 37.00 0 - - 2 - - 22 - 3 16 5 4 18
Water Soluble Sulphate as SO4 (2:1) mg/kg 0.02 0.35 2.24 24 No Criteria 0 - - 0.02 - - 0.07 - 0.03 0.1 0.35 0.09 0.1
26 Cadmium mg/kg 0.50 1.06 2.40 22 26.00 0 - - 1.6 - - 0.7 - < 0.5 < 0.5 < 0.5 1 0.5
Chromium mg/kg 14.00 24.45 35.00 22 3000.00 0 - - 23 - - 20 - 29 19 22 30 30
Copper mg/kg 10.00 40.95 90.00 22 2330.00 0 - - 74 - - 52 - 21 90 38 39 75
200 Lead mg/kg 11.00 53.95 122.00 22 200.00 0 - - 67 - - 44 - 15 20 51 52 76
Mercury mg/kg <LOD <LOD <LOD 22 170.00 0 - - < 1 - - < 1 - < 1 < 1 < 1 < 1 < 1
Nickel mg/kg 15.00 33.00 60.00 22 130.00 0 - - 29 - - 36 - 25 60 36 34 45
Selenium mg/kg <LOD <LOD <LOD 22 350.00 0 - - < 3 - - < 3 - < 3 < 3 < 3 < 3 < 3
Zinc mg/kg 56.00 144.27 347.00 22 3750.00 0 - - 132 - - 64 - 88 186 87 165 126
Naphthalene mg/kg 0.40 0.40 0.40 22 3.70 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthylene mg/kg 0.27 0.27 0.27 22 400.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Acenaphthene mg/kg 0.50 0.50 0.50 22 480.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluorene mg/kg 2.99 2.99 2.99 22 380.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Phenanthrene mg/kg 0.11 0.86 3.41 22 200.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.3 < 0.1 0.12
Anthracene mg/kg 0.11 0.19 0.31 22 4900.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Fluoranthene mg/kg 0.18 1.11 5.70 22 460.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.72 < 0.1 0.37
Pyrene mg/kg 0.27 0.97 4.41 22 1000.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.67 < 0.1 0.33
Benzo(a)anthracene mg/kg 0.12 0.65 2.55 22 4.70 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.33 < 0.1 0.12
Chrysene mg/kg 0.13 0.73 3.48 22 8.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.36 < 0.1 0.18
Benzo(b)fluoranthene mg/kg 0.15 0.83 4.19 22 6.50 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.45 < 0.1 0.16
Benzo(k)fluoranthene mg/kg 0.11 0.47 1.51 22 9.60 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.14 < 0.1 < 0.1
5 Benzo(a)pyrene mg/kg 0.19 0.69 2.51 22 5.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.32 < 0.1 < 0.1
Indeno(1,2,3-cd)pyrene mg/kg 0.13 0.65 1.62 22 3.90 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.19 < 0.1 < 0.1
Di-benzo(a,h)anthracene mg/kg 0.33 0.33 0.33 22 0.86 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 < 0.1
Benzo(ghi)perylene mg/kg 0.11 0.37 1.29 22 46.00 0 - - < 0.1 - - < 0.1 - < 0.1 < 0.1 0.18 < 0.1 < 0.1
TPH CWG - Aliphatic >C5 - C6 mg/kg 0.06 0.06 0.06 22 55.00 0 - - < 0.01 - - < 0.01 - < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
TPH CWG - Aliphatic >C6 - C8 mg/kg 0.28 4.59 8.90 22 160.00 0 - - < 0.05 - - < 0.05 - < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
TPH CWG - Aliphatic >C8 - C10 mg/kg 3.00 54.00 105.00 22 46.00 1 - - < 1 - - < 1 - < 1 < 1 < 1 < 1 < 1
TPH CWG - Aliphatic >C10 - C12 mg/kg 302.00 302.00 302.00 22 230.00 1 - - < 1 - - < 1 - < 1 < 1 < 1 < 1 < 1
TPH CWG - Aliphatic >C12 - C16 mg/kg 8.00 817.00 1626.00 22 1700.00 0 - - < 1 - - < 1 - < 1 < 1 < 1 < 1 < 1
TPH CWG - Aliphatic >C16 - C21 mg/kg 2.00 621.33 1850.00 22 64000.00 0 - - < 1 - - < 1 - 2 < 1 < 1 < 1 < 1
TPH CWG - Aliphatic >C21 - C34 mg/kg 8.00 203.00 560.00 22 64000.00 0 - - < 6 - - < 6 - < 6 < 6 8 < 6 < 6
TPH CWG - Aromatic >C5 - C7 mg/kg <LOD <LOD <LOD 22 130.00 0 - - < 0.01 - - < 0.01 - < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
TPH CWG - Aromatic >C7 - C8 mg/kg <LOD <LOD <LOD 22 270.00 0 - - < 0.05 - - < 0.05 - < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
TPH CWG - Aromatic >C8 - C10 mg/kg 10.00 10.00 10.00 22 65.00 0 - - < 1 - - < 1 - < 1 < 1 < 1 < 1 < 1
TPH CWG - Aromatic >C10 - C12 mg/kg 130.00 130.00 130.00 22 160.00 0 - - < 1 - - < 1 - < 1 < 1 < 1 < 1 < 1
TPH CWG - Aromatic >C12 - C16 mg/kg 1.00 379.00 1134.00 22 310.00 1 - - < 1 - - < 1 - < 1 < 1 < 1 < 1 < 1
TPH CWG - Aromatic >C16 - C21 mg/kg 9.00 327.00 1270.00 22 480.00 1 - - < 1 - - < 1 - < 1 < 1 9 < 1 < 1
TPH CWG - Aromatic >C21 - C35 mg/kg 15.00 137.00 423.00 22 1100.00 0 - - < 6 - - < 6 - < 6 < 6 15 < 6 < 6
0.9 Benzene mg/kg <LOD <LOD <LOD 22 0.87 0 - - < 2 - - < 2 - < 2 < 2 < 2 < 2 < 2
Toluene mg/kg 0.01 0.01 0.01 22 610.00 0 - - < 5 - - < 5 - < 5 < 5 < 5 < 5 0.007
Ethylbenzene mg/kg <LOD <LOD <LOD 22 350.00 0 - - < 10 - - < 10 - < 10 < 10 < 10 < 10 < 10
m & p-xylene mg/kg <LOD <LOD <LOD 22 230.00 0 - - < 10 - - < 10 - < 10 < 10 < 10 < 10 < 10
o-Xylene mg/kg <LOD <LOD <LOD 22 250.00 0 - - < 10 - - < 10 - < 10 < 10 < 10 < 10 < 10
Monohydric Phenols mg/kg <LOD <LOD <LOD 22 420.00 0 - - < 2 - - < 2 - < 2 < 2 < 2 < 2 < 2
Dichlorodifluoromethane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
Vinyl Chloride mg/kg <LOD <LOD <LOD 8 0.00 0 - - - - - < 5 - < 5 - - - -
Chloromethane mg/kg <LOD <LOD <LOD 8 0.01 0 - - - - - < 10 - < 10 - - - -
Chloroethane mg/kg <LOD <LOD <LOD 8 11.00 0 - - - - - < 5 - < 5 - - - -
Bromomethane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 10 - < 10 - - - -
Trichlorofluoromethane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,1-Dichloroethene mg/kg <LOD <LOD <LOD 8 0.40 0 - - - - - < 5 - < 5 - - - -
MTBE mg/kg <LOD <LOD <LOD 22 84.00 0 - - < 5 - - < 5 - < 5 < 5 < 5 < 5 < 5
trans-1,2-Dichloroethene mg/kg <LOD <LOD <LOD 8 0.34 0 - - - - - < 5 - < 5 - - - -
1,1-Dichloroethane mg/kg <LOD <LOD <LOD 8 3.90 0 - - - - - < 5 - < 5 - - - -
cis-1,2-Dichloroethene mg/kg <LOD <LOD <LOD 8 0.19 0 - - - - - < 5 - < 5 - - - -
2,2-Dichloropropane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
Chloroform mg/kg <LOD <LOD <LOD 8 1.30 0 - - - - - < 5 - < 5 - - - -
SGVs & GACs
Residential
SGVs, GACs & C4SLs
SOM = 2.5%
Assessment Criteria Source:
Soil Organic Matter (%):
Assessment Scenario:
ASSESSMENT
CRITERIA
No. >
ACDETERMINAND MINIMUM AVERAGE MAXIMUM
No. of
TESTSUNITS
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS SOM = 2.5%SOM = 2.5%
MADE GROUND SOM = 6%
1309 2.784762
K&N Distribution Depot, Draycott in the Clay SOM = 2.5%
AWS030.35 AWS040.32 AWS050.20 AWS060.50 AWS070.30 AWS070.60 AWS090.20 AWS090.40 AWS110.50 AWS120.20 SP10.50 TP10.30 - 0.50
AWS03 AWS04 AWS05 AWS06 AWS07 AWS07 AWS09 AWS09 AWS11 AWS12 SP1 TP1
0.35 0.32 0.20 0.50 0.30 0.60 0.20 0.40 0.50 0.20 0.50 0.30 - 0.50
SGVs & GACs
Residential
SGVs, GACs & C4SLs
SOM = 2.5%
Assessment Criteria Source:
Soil Organic Matter (%):
Assessment Scenario:
ASSESSMENT
CRITERIA
No. >
ACDETERMINAND MINIMUM AVERAGE MAXIMUM
No. of
TESTSUNITS
Bromochloromethane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,1,1-Trichloroethane mg/kg <LOD <LOD <LOD 8 13.00 0 - - - - - < 5 - < 5 - - - -
1,1-Dichloropropene mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 10 - < 10 - - - -
Carbon Tetrachloride mg/kg <LOD <LOD <LOD 8 0.04 0 - - - - - < 5 - < 5 - - - -
1,2-Dichloroethane mg/kg <LOD <LOD <LOD 8 0.01 0 - - - - - < 5 - < 5 - - - -
Benzene mg/kg <LOD <LOD <LOD 22 0.33 0 - - < 2 - - < 2 - < 2 < 2 < 2 < 2 < 2
1,2-Dichloropropane mg/kg <LOD <LOD <LOD 8 0.04 0 - - - - - < 5 - < 5 - - - -
Trichloroethene mg/kg 0.28 0.28 0.28 8 0.22 1 - - - - - < 5 - < 5 - - - -
Bromodichloromethane mg/kg <LOD <LOD <LOD 8 0.03 0 - - - - - < 5 - < 5 - - - -
Dibromomethane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
TAME mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
cis-1,3-Dichloropropene mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
Toluene mg/kg 0.01 0.01 0.01 22 610.00 0 - - < 5 - - < 5 - < 5 < 5 < 5 < 5 0.007
trans-1,3-Dichloropropene mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,1,2-Trichloroethane mg/kg <LOD <LOD <LOD 8 1.20 0 - - - - - < 10 - < 10 - - - -
1,3-Dichloropropane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
Tetrachloroethene mg/kg <LOD <LOD <LOD 8 2.10 0 - - - - - < 5 - < 5 - - - -
Dibromochloromethane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,2-Dibromoethane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
Chlorobenzene mg/kg <LOD <LOD <LOD 8 0.73 0 - - - - - < 5 - < 5 - - - -
1,1,1,2-Tetrachloroethane mg/kg <LOD <LOD <LOD 8 2.10 0 - - - - - < 5 - < 5 - - - -
Ethyl Benzene mg/kg <LOD <LOD <LOD 8 350.00 0 - - - - - < 10 - < 10 - - - -
m,p-Xylene mg/kg <LOD <LOD <LOD 8 230.00 0 - - - - - < 10 - < 10 - - - -
o-Xylene mg/kg <LOD <LOD <LOD 22 250.00 0 - - < 10 - - < 10 - < 10 < 10 < 10 < 10 < 10
Styrene mg/kg <LOD <LOD <LOD 8 19.00 0 - - - - - < 5 - < 5 - - - -
Bromoform mg/kg <LOD <LOD <LOD 8 5.90 0 - - - - - < 10 - < 10 - - - -
Isopropylbenzene mg/kg 0.09 0.09 0.09 8 27.00 0 - - - - - < 5 - < 5 - - - -
1,1,2,2-Tetrachloroethane mg/kg <LOD <LOD <LOD 8 2.90 0 - - - - - < 5 - < 5 - - - -
1,2,3-Trichloropropane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
n-Propylbenzene mg/kg 0.14 0.14 0.14 8 82.00 0 - - - - - < 5 - < 5 - - - -
Bromobenzene mg/kg <LOD <LOD <LOD 8 2.00 0 - - - - - < 5 - < 5 - - - -
2-Chlorotoluene mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,3,5-Trimethylbenzene mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
4-Chlorotoluene mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
tert-Butylbenzene mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,2,4-Trimethylbenzene mg/kg 1.62 1.62 1.62 8 0.85 1 - - - - - < 5 - < 5 - - - -
sec-Butylbenzene mg/kg 0.17 0.17 0.17 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
p-Isopropyltoluene mg/kg 0.21 0.21 0.21 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,3-Dichlorobenzene mg/kg <LOD <LOD <LOD 8 0.70 0 - - - - - < 5 - < 5 - - - -
1,4-Dichlorobenzene mg/kg <LOD <LOD <LOD 8 72.00 0 - - - - - < 5 - < 5 - - - -
n-Butylbenzene mg/kg 0.52 0.52 0.52 8 No Criteria 0 - - - - - < 5 - < 5 - - - -
1,2-Dichlorobenzene mg/kg <LOD <LOD <LOD 8 39.00 0 - - - - - < 5 - < 5 - - - -
1,2-Dibromo-3-chloropropane mg/kg <LOD <LOD <LOD 8 No Criteria 0 - - - - - < 10 - < 10 - - - -
Hexachlorobutadiene mg/kg <LOD <LOD <LOD 8 0.51 0 - - - - - < 5 - < 5 - - - -
1,2,4-Trichlorobenzene mg/kg <LOD <LOD <LOD 2 4.50 0 - - - - - < 0.1 - < 0.1 - - - -
2-Nitrophenol mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
Nitrobenzene mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
0-Cresol mg/kg <LOD <LOD <LOD 2 180.00 0 - - - - - < 0.1 - < 0.1 - - - -
bis(2-chloroethoxy)methane mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
bis(2-chloroethyl)ether mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
2,4-Dichlorophenol mg/kg <LOD <LOD <LOD 2 2.00 0 - - - - - < 0.1 - < 0.1 - - - -
2-Chlorophenol mg/kg <LOD <LOD <LOD 2 2.00 0 - - - - - < 0.1 - < 0.1 - - - -
1,3-Dichlorobenzene mg/kg <LOD <LOD <LOD 8 0.70 0 - - - - - < 5 - < 5 - - - -
1,4-Dichlorobenzene mg/kg <LOD <LOD <LOD 8 72.00 0 - - - - - < 5 - < 5 - - - -
1,2-Dichlorobenzene mg/kg <LOD <LOD <LOD 8 39.00 0 - - - - - < 5 - < 5 - - - -
2,4-Dimethylphenol mg/kg <LOD <LOD <LOD 2 43.00 0 - - - - - < 0.15 - < 0.15 - - - -
Isophorone mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
Hexachloroethane mg/kg <LOD <LOD <LOD 2 0.48 0 - - - - - < 0.1 - < 0.1 - - - -
p-Cresol mg/kg <LOD <LOD <LOD 2 180.00 0 - - - - - < 0.15 - < 0.15 - - - -
2,4,6-Trichlorophenol mg/kg <LOD <LOD <LOD 2 2.00 0 - - - - - < 0.1 - < 0.1 - - - -
2,4,5-Trichlorophenol mg/kg <LOD <LOD <LOD 2 2.00 0 - - - - - < 0.1 - < 0.1 - - - -
2-Nitroaniline mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
4-Chloro-3-methylphenol mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
2-Methylnaphthalene mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS SOM = 2.5%SOM = 2.5%
MADE GROUND SOM = 6%
1309 2.784762
K&N Distribution Depot, Draycott in the Clay SOM = 2.5%
AWS030.35 AWS040.32 AWS050.20 AWS060.50 AWS070.30 AWS070.60 AWS090.20 AWS090.40 AWS110.50 AWS120.20 SP10.50 TP10.30 - 0.50
AWS03 AWS04 AWS05 AWS06 AWS07 AWS07 AWS09 AWS09 AWS11 AWS12 SP1 TP1
0.35 0.32 0.20 0.50 0.30 0.60 0.20 0.40 0.50 0.20 0.50 0.30 - 0.50
SGVs & GACs
Residential
SGVs, GACs & C4SLs
SOM = 2.5%
Assessment Criteria Source:
Soil Organic Matter (%):
Assessment Scenario:
ASSESSMENT
CRITERIA
No. >
ACDETERMINAND MINIMUM AVERAGE MAXIMUM
No. of
TESTSUNITS
Hexachlorocyclopentadiene mg/kg <LOD <LOD <LOD 2 46.00 0 - - - - - < 0.1 - < 0.1 - - - -
Hexachlorobutadiene mg/kg <LOD <LOD <LOD 8 0.51 0 - - - - - < 5 - < 5 - - - -
2,6-Dinitrotoluene mg/kg <LOD <LOD <LOD 2 1.70 0 - - - - - < 0.1 - < 0.1 - - - -
Dimethyl phthalate mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
2-Chloronaphthalene mg/kg <LOD <LOD <LOD 2 9.20 0 - - - - - < 0.1 - < 0.1 - - - -
4-Chloroaniline mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.2 - < 0.2 - - - -
4-Nitrophenol mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
4-Chlorophenyl phenyl ether mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
3-Nitroaniline mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
4-Nitroaniline mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
4-Bromophenyl phenyl ether mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
Hexachlorobenzene mg/kg <LOD <LOD <LOD 2 46.00 0 - - - - - < 0.1 - < 0.1 - - - -
2,4-Dinitrotoluene mg/kg <LOD <LOD <LOD 2 3.20 0 - - - - - < 0.1 - < 0.1 - - - -
Diethyl phthalate mg/kg <LOD <LOD <LOD 2 260.00 0 - - - - - < 0.1 - < 0.1 - - - -
Dibenzofuran mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
Azobenzene mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
Dibutyl phthalate mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.15 - < 0.15 - - - -
Carbazole mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - < 0.1 - < 0.1 - - - -
bis(2-ethylhexyl)phthalate mg/kg <LOD <LOD <LOD 2 610.00 0 - - - - - < 0.2 - < 0.2 - - - -
Benzyl butyl phthalate mg/kg <LOD <LOD <LOD 2 3300.00 0 - - - - - < 0.1 - < 0.1 - - - -
Di-n-octyl phthalate mg/kg <LOD <LOD <LOD 2 2800.00 0 - - - - - < 0.1 - < 0.1 - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
MADE GROUND
1309
K&N Distribution Depot, Draycott in the Clay
Asbestos Screen
pH
Total Cyanide
Total Organic Carbon (TOC)
Arsenic
Water Soluble Sulphate as SO4 (2:1)
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Zinc
Naphthalene
Acenaphthylene
Acenaphthene
Fluorene
Phenanthrene
Anthracene
Fluoranthene
Pyrene
Benzo(a)anthracene
Chrysene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Benzo(a)pyrene
Indeno(1,2,3-cd)pyrene
Di-benzo(a,h)anthracene
Benzo(ghi)perylene
TPH CWG - Aliphatic >C5 - C6
TPH CWG - Aliphatic >C6 - C8
TPH CWG - Aliphatic >C8 - C10
TPH CWG - Aliphatic >C10 - C12
TPH CWG - Aliphatic >C12 - C16
TPH CWG - Aliphatic >C16 - C21
TPH CWG - Aliphatic >C21 - C34
TPH CWG - Aromatic >C5 - C7
TPH CWG - Aromatic >C7 - C8
TPH CWG - Aromatic >C8 - C10
TPH CWG - Aromatic >C10 - C12
TPH CWG - Aromatic >C12 - C16
TPH CWG - Aromatic >C16 - C21
TPH CWG - Aromatic >C21 - C35
Benzene
Toluene
Ethylbenzene
m & p-xylene
o-Xylene
Monohydric Phenols
Dichlorodifluoromethane
Vinyl Chloride
Chloromethane
Chloroethane
Bromomethane
Trichlorofluoromethane
1,1-Dichloroethene
MTBE
trans-1,2-Dichloroethene
1,1-Dichloroethane
cis-1,2-Dichloroethene
2,2-Dichloropropane
Chloroform
DETERMINAND
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TP20.10 - 0.30 TP30.50 TP40.20 TP60.20 TP100.10 - 0.30 TP120.10 - 0.20 TP150.60 - 0.70 TP16GL - 0.10 TP160.20 - 0.30 WS5010.10 - 0.20WS5020.30 - 0.40WS5030.60 - 0.70WS5040.35 - 0.45WS5040.70 - 1.00WS5050.30 - 0.50WS5060.60 - 0.70WS5070.20 - 0.50
TP2 TP3 TP4 TP6 TP10 TP12 TP15 TP16 TP16 WS501 WS502 WS503 WS504 WS504 WS505 WS506 WS507
0.10 - 0.30 0.50 0.20 0.20 0.10 - 0.30 0.10 - 0.20 0.60 - 0.70 GL - 0.10 0.20 - 0.30 0.10 - 0.20 0.30 - 0.40 0.60 - 0.70 0.35 - 0.45 0.70 - 1.00 0.30 - 0.50 0.60 - 0.70 0.20 - 0.50
Not Detected - Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected - Not Detected Not Detected Not Detected
- 7.6 7.6 - 7.7 7.4 9 - 8.1 - 7.5 7.6 - - - 7.8 -
- - < 2 - < 2 < 2 < 2 - < 2 - < 2 < 2 - - - < 2 -
- - 1.8 - 1.6 1.8 2.4 - 1.7 - 1.8 1.4 - - - 0.8 -
- - 4 - 4 6 14 - 10 - 4 7 - - - 23 -
- 0.14 0.07 - 0.67 0.09 1.12 - 0.55 - 0.12 0.08 - - - 2.24 -
- - < 0.5 - 0.9 < 0.5 1 - 0.7 - < 0.5 2.4 - - - 0.6 -
- - 31 - 27 30 24 - 15 - 35 29 - - - 26 -
- - 19 - 51 18 57 - 31 - 27 45 - - - 49 -
- - 24 - 122 43 53 - 28 - 63 74 - - - 46 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - 36 - 24 29 44 - 25 - 31 43 - - - 42 -
- - < 3 - < 3 < 3 < 3 - < 3 - < 3 < 3 - - - < 3 -
- - 83 - 323 210 202 - 97 - 136 123 - - - 78 -
- - < 0.1 - < 0.1 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - < 0.1 - < 0.1 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - < 0.1 - < 0.1 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - < 0.1 - < 0.1 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - 0.31 - < 0.1 0.11 < 0.1 - < 0.1 - < 0.1 0.15 - - - < 0.1 -
- - < 0.1 - < 0.1 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - 0.56 - < 0.1 0.56 < 0.1 - < 0.1 - < 0.1 0.31 - - - < 0.1 -
- - 0.46 - < 0.1 0.49 < 0.1 - < 0.1 - < 0.1 0.27 - - - < 0.1 -
- - 0.2 - < 0.1 0.24 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - 0.26 - < 0.1 0.27 < 0.1 - < 0.1 - < 0.1 0.13 - - - < 0.1 -
- - 0.28 - < 0.1 0.25 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - 0.12 - < 0.1 0.11 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - 0.19 - < 0.1 0.21 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - 0.13 - < 0.1 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - < 0.1 - < 0.1 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - 0.12 - < 0.1 0.11 < 0.1 - < 0.1 - < 0.1 < 0.1 - - - < 0.1 -
- - < 0.01 - < 0.01 < 0.01 < 0.01 - < 0.01 - < 0.01 < 0.01 - - - < 0.01 -
- - < 0.05 - < 0.05 < 0.05 < 0.05 - < 0.05 - < 0.05 < 0.05 - - - < 0.05 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 6 - < 6 < 6 < 6 - < 6 - < 6 < 6 - - - < 6 -
- - < 0.01 - < 0.01 < 0.01 < 0.01 - < 0.01 - < 0.01 < 0.01 - - - < 0.01 -
- - < 0.05 - < 0.05 < 0.05 < 0.05 - < 0.05 - < 0.05 < 0.05 - - - < 0.05 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 1 - < 1 < 1 < 1 - < 1 - < 1 < 1 - - - < 1 -
- - < 6 - < 6 < 6 < 6 - < 6 - < 6 < 6 - - - < 6 -
- - < 2 - < 2 < 2 < 2 - < 2 - < 2 < 2 - - - < 2 -
- - < 5 - < 5 < 5 < 5 - < 5 - < 5 < 5 - - - < 5 -
- - < 10 - < 10 < 10 < 10 - < 10 - < 10 < 10 - - - < 10 -
- - < 10 - < 10 < 10 < 10 - < 10 - < 10 < 10 - - - < 10 -
- - < 10 - < 10 < 10 < 10 - < 10 - < 10 < 10 - - - < 10 -
- - < 2 - < 2 < 2 < 2 - < 2 - < 2 < 2 - - - < 2 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 10 - - - < 10 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 10 - - - < 10 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - < 5 - < 5 < 5 < 5 - < 5 - < 5 < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
MADE GROUND
1309
K&N Distribution Depot, Draycott in the Clay
DETERMINAND
Bromochloromethane
1,1,1-Trichloroethane
1,1-Dichloropropene
Carbon Tetrachloride
1,2-Dichloroethane
Benzene
1,2-Dichloropropane
Trichloroethene
Bromodichloromethane
Dibromomethane
TAME
cis-1,3-Dichloropropene
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
1,3-Dichloropropane
Tetrachloroethene
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethyl Benzene
m,p-Xylene
o-Xylene
Styrene
Bromoform
Isopropylbenzene
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
n-Propylbenzene
Bromobenzene
2-Chlorotoluene
1,3,5-Trimethylbenzene
4-Chlorotoluene
tert-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
p-Isopropyltoluene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
n-Butylbenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
1,2,4-Trichlorobenzene
2-Nitrophenol
Nitrobenzene
0-Cresol
bis(2-chloroethoxy)methane
bis(2-chloroethyl)ether
2,4-Dichlorophenol
2-Chlorophenol
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
2,4-Dimethylphenol
Isophorone
Hexachloroethane
p-Cresol
2,4,6-Trichlorophenol
2,4,5-Trichlorophenol
2-Nitroaniline
4-Chloro-3-methylphenol
2-Methylnaphthalene
TP20.10 - 0.30 TP30.50 TP40.20 TP60.20 TP100.10 - 0.30 TP120.10 - 0.20 TP150.60 - 0.70 TP16GL - 0.10 TP160.20 - 0.30 WS5010.10 - 0.20WS5020.30 - 0.40WS5030.60 - 0.70WS5040.35 - 0.45WS5040.70 - 1.00WS5050.30 - 0.50WS5060.60 - 0.70WS5070.20 - 0.50
TP2 TP3 TP4 TP6 TP10 TP12 TP15 TP16 TP16 WS501 WS502 WS503 WS504 WS504 WS505 WS506 WS507
0.10 - 0.30 0.50 0.20 0.20 0.10 - 0.30 0.10 - 0.20 0.60 - 0.70 GL - 0.10 0.20 - 0.30 0.10 - 0.20 0.30 - 0.40 0.60 - 0.70 0.35 - 0.45 0.70 - 1.00 0.30 - 0.50 0.60 - 0.70 0.20 - 0.50
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 10 - - - < 10 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - < 2 - < 2 < 2 < 2 - < 2 - < 2 < 2 - - - < 2 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - < 5 - < 5 < 5 < 5 - < 5 - < 5 < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 10 - - - < 10 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 10 - - - < 10 -
- - - - - - - - - - - < 10 - - - < 10 -
- - < 10 - < 10 < 10 < 10 - < 10 - < 10 < 10 - - - < 10 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 10 - - - < 10 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 10 - - - < 10 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
MADE GROUND
1309
K&N Distribution Depot, Draycott in the Clay
DETERMINAND
Hexachlorocyclopentadiene
Hexachlorobutadiene
2,6-Dinitrotoluene
Dimethyl phthalate
2-Chloronaphthalene
4-Chloroaniline
4-Nitrophenol
4-Chlorophenyl phenyl ether
3-Nitroaniline
4-Nitroaniline
4-Bromophenyl phenyl ether
Hexachlorobenzene
2,4-Dinitrotoluene
Diethyl phthalate
Dibenzofuran
Azobenzene
Dibutyl phthalate
Carbazole
bis(2-ethylhexyl)phthalate
Benzyl butyl phthalate
Di-n-octyl phthalate
TP20.10 - 0.30 TP30.50 TP40.20 TP60.20 TP100.10 - 0.30 TP120.10 - 0.20 TP150.60 - 0.70 TP16GL - 0.10 TP160.20 - 0.30 WS5010.10 - 0.20WS5020.30 - 0.40WS5030.60 - 0.70WS5040.35 - 0.45WS5040.70 - 1.00WS5050.30 - 0.50WS5060.60 - 0.70WS5070.20 - 0.50
TP2 TP3 TP4 TP6 TP10 TP12 TP15 TP16 TP16 WS501 WS502 WS503 WS504 WS504 WS505 WS506 WS507
0.10 - 0.30 0.50 0.20 0.20 0.10 - 0.30 0.10 - 0.20 0.60 - 0.70 GL - 0.10 0.20 - 0.30 0.10 - 0.20 0.30 - 0.40 0.60 - 0.70 0.35 - 0.45 0.70 - 1.00 0.30 - 0.50 0.60 - 0.70 0.20 - 0.50
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - < 5 - - - < 5 -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
MADE GROUND
1309
K&N Distribution Depot, Draycott in the Clay
Asbestos Screen
pH
Total Cyanide
Total Organic Carbon (TOC)
Arsenic
Water Soluble Sulphate as SO4 (2:1)
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Zinc
Naphthalene
Acenaphthylene
Acenaphthene
Fluorene
Phenanthrene
Anthracene
Fluoranthene
Pyrene
Benzo(a)anthracene
Chrysene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Benzo(a)pyrene
Indeno(1,2,3-cd)pyrene
Di-benzo(a,h)anthracene
Benzo(ghi)perylene
TPH CWG - Aliphatic >C5 - C6
TPH CWG - Aliphatic >C6 - C8
TPH CWG - Aliphatic >C8 - C10
TPH CWG - Aliphatic >C10 - C12
TPH CWG - Aliphatic >C12 - C16
TPH CWG - Aliphatic >C16 - C21
TPH CWG - Aliphatic >C21 - C34
TPH CWG - Aromatic >C5 - C7
TPH CWG - Aromatic >C7 - C8
TPH CWG - Aromatic >C8 - C10
TPH CWG - Aromatic >C10 - C12
TPH CWG - Aromatic >C12 - C16
TPH CWG - Aromatic >C16 - C21
TPH CWG - Aromatic >C21 - C35
Benzene
Toluene
Ethylbenzene
m & p-xylene
o-Xylene
Monohydric Phenols
Dichlorodifluoromethane
Vinyl Chloride
Chloromethane
Chloroethane
Bromomethane
Trichlorofluoromethane
1,1-Dichloroethene
MTBE
trans-1,2-Dichloroethene
1,1-Dichloroethane
cis-1,2-Dichloroethene
2,2-Dichloropropane
Chloroform
DETERMINAND
0 0 0 0 0 0 0 0 0
WS5080.20 - 0.40WS5080.50 - 0.60WS5090.50 - 0.80WS5100.14 - 0.20WS5110.45 - 0.55WS5130.30 - 0.40WS5133.60 - 3.70WS5140.10 - 0.50WS5150.30 - 0.60
WS508 WS508 WS509 WS510 WS511 WS513 WS513 WS514 WS515
0.20 - 0.40 0.50 - 0.60 0.50 - 0.80 0.14 - 0.20 0.45 - 0.55 0.30 - 0.40 3.60 - 3.70 0.10 - 0.50 0.30 - 0.60
- Not Detected Not Detected Not Detected Not Detected Not Detected - Not Detected Not Detected
- 8.2 8 7.7 7.7 7.7 7.8 8.1 7.9
- < 2 < 2 < 2 < 2 < 2 - < 2 < 2
- 0.3 0.4 1.6 1.1 2.7 - 0.9 1
- 12 3 5 22 8 - 7 7
- 0.07 0.07 0.19 0.11 1.13 0.15 0.45 0.34
- < 0.5 < 0.5 1.6 1 0.8 - 1.2 0.9
- 23 34 19 19 22 - 17 14
- 31 10 35 29 42 - 31 37
- 31 11 48 101 37 - 75 106
- < 1 < 1 < 1 < 1 < 1 - < 1 < 1
- 34 32 27 27 35 - 15 17
- < 3 < 3 < 3 < 3 < 3 - < 3 < 3
- 73 78 184 60 56 - 347 276
- < 0.1 < 0.1 < 0.1 0.4 < 0.1 - < 0.1 < 0.1
- < 0.1 < 0.1 < 0.1 0.27 < 0.1 - < 0.1 < 0.1
- < 0.1 < 0.1 < 0.1 0.5 < 0.1 - < 0.1 < 0.1
- < 0.1 < 0.1 < 0.1 2.99 < 0.1 - < 0.1 < 0.1
- < 0.1 < 0.1 < 0.1 3.41 1.9 - < 0.1 0.55
- < 0.1 < 0.1 < 0.1 0.31 0.16 - < 0.1 0.11
- < 0.1 < 0.1 < 0.1 0.18 5.7 - < 0.1 0.46
- < 0.1 < 0.1 < 0.1 0.6 4.41 - < 0.1 0.52
- < 0.1 < 0.1 < 0.1 < 0.1 2.55 - < 0.1 0.46
- < 0.1 < 0.1 < 0.1 < 0.1 3.48 - < 0.1 0.42
- < 0.1 < 0.1 < 0.1 < 0.1 4.19 - 0.15 0.31
- < 0.1 < 0.1 < 0.1 < 0.1 1.51 - < 0.1 < 0.1
- < 0.1 < 0.1 < 0.1 < 0.1 2.51 - < 0.1 0.21
- < 0.1 < 0.1 < 0.1 < 0.1 1.62 - < 0.1 < 0.1
- < 0.1 < 0.1 < 0.1 < 0.1 0.33 - < 0.1 < 0.1
- < 0.1 < 0.1 < 0.1 < 0.1 1.29 - < 0.1 0.17
- < 0.01 < 0.01 < 0.01 0.06 < 0.01 - < 0.01 < 0.01
- < 0.05 < 0.05 < 0.05 8.9 0.28 - < 0.05 < 0.05
- < 1 < 1 < 1 105 3 - < 1 < 1
- < 1 < 1 < 1 302 < 1 - < 1 < 1
- < 1 < 1 < 1 1626 < 1 - < 1 8
- < 1 < 1 < 1 1850 < 1 - < 1 12
- < 6 < 6 < 6 560 < 6 - < 6 41
- < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 - < 0.01 < 0.01
- < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - < 0.05 < 0.05
- < 1 < 1 < 1 10 < 1 - < 1 < 1
- < 1 < 1 < 1 130 < 1 - < 1 < 1
- < 1 < 1 < 1 1134 1 - < 1 2
- < 1 < 1 < 1 1270 19 - < 1 10
- < 6 < 6 < 6 423 79 - < 6 31
- < 2 < 2 < 2 < 2 < 2 - < 2 < 2
- < 5 < 5 < 5 < 5 < 5 - < 5 < 5
- < 10 < 10 < 10 < 10 < 10 - < 10 < 10
- < 10 < 10 < 10 < 10 < 10 - < 10 < 10
- < 10 < 10 < 10 < 10 < 10 - < 10 < 10
- < 2 < 2 < 2 < 2 < 2 - < 2 < 2
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 10 - < 10 - < 10 < 10 - - -
< 5 - < 5 - < 5 < 5 - - -
< 10 - < 10 - < 10 < 10 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
- < 5 < 5 < 5 < 5 < 5 - < 5 < 5
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
MADE GROUND
1309
K&N Distribution Depot, Draycott in the Clay
DETERMINAND
Bromochloromethane
1,1,1-Trichloroethane
1,1-Dichloropropene
Carbon Tetrachloride
1,2-Dichloroethane
Benzene
1,2-Dichloropropane
Trichloroethene
Bromodichloromethane
Dibromomethane
TAME
cis-1,3-Dichloropropene
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
1,3-Dichloropropane
Tetrachloroethene
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethyl Benzene
m,p-Xylene
o-Xylene
Styrene
Bromoform
Isopropylbenzene
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
n-Propylbenzene
Bromobenzene
2-Chlorotoluene
1,3,5-Trimethylbenzene
4-Chlorotoluene
tert-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
p-Isopropyltoluene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
n-Butylbenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
1,2,4-Trichlorobenzene
2-Nitrophenol
Nitrobenzene
0-Cresol
bis(2-chloroethoxy)methane
bis(2-chloroethyl)ether
2,4-Dichlorophenol
2-Chlorophenol
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
2,4-Dimethylphenol
Isophorone
Hexachloroethane
p-Cresol
2,4,6-Trichlorophenol
2,4,5-Trichlorophenol
2-Nitroaniline
4-Chloro-3-methylphenol
2-Methylnaphthalene
WS5080.20 - 0.40WS5080.50 - 0.60WS5090.50 - 0.80WS5100.14 - 0.20WS5110.45 - 0.55WS5130.30 - 0.40WS5133.60 - 3.70WS5140.10 - 0.50WS5150.30 - 0.60
WS508 WS508 WS509 WS510 WS511 WS513 WS513 WS514 WS515
0.20 - 0.40 0.50 - 0.60 0.50 - 0.80 0.14 - 0.20 0.45 - 0.55 0.30 - 0.40 3.60 - 3.70 0.10 - 0.50 0.30 - 0.60
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 10 - < 10 - < 10 < 10 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
- < 2 < 2 < 2 < 2 < 2 - < 2 < 2
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 0.276 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
- < 5 < 5 < 5 < 5 < 5 - < 5 < 5
< 5 - < 5 - < 5 < 5 - - -
< 10 - < 10 - < 10 < 10 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 10 - < 10 - < 10 < 10 - - -
< 10 - < 10 - < 10 < 10 - - -
- < 10 < 10 < 10 < 10 < 10 - < 10 < 10
< 5 - < 5 - < 5 < 5 - - -
< 10 - < 10 - < 10 < 10 - - -
< 5 - < 5 - 0.087 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - 0.143 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - 1.616 < 5 - - -
< 5 - < 5 - 0.168 < 5 - - -
< 5 - < 5 - 0.209 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - 0.522 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 10 - < 10 - < 10 < 10 - - -
< 5 - < 5 - < 5 < 5 - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
< 5 - < 5 - < 5 < 5 - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
MADE GROUND
1309
K&N Distribution Depot, Draycott in the Clay
DETERMINAND
Hexachlorocyclopentadiene
Hexachlorobutadiene
2,6-Dinitrotoluene
Dimethyl phthalate
2-Chloronaphthalene
4-Chloroaniline
4-Nitrophenol
4-Chlorophenyl phenyl ether
3-Nitroaniline
4-Nitroaniline
4-Bromophenyl phenyl ether
Hexachlorobenzene
2,4-Dinitrotoluene
Diethyl phthalate
Dibenzofuran
Azobenzene
Dibutyl phthalate
Carbazole
bis(2-ethylhexyl)phthalate
Benzyl butyl phthalate
Di-n-octyl phthalate
WS5080.20 - 0.40WS5080.50 - 0.60WS5090.50 - 0.80WS5100.14 - 0.20WS5110.45 - 0.55WS5130.30 - 0.40WS5133.60 - 3.70WS5140.10 - 0.50WS5150.30 - 0.60
WS508 WS508 WS509 WS510 WS511 WS513 WS513 WS514 WS515
0.20 - 0.40 0.50 - 0.60 0.50 - 0.80 0.14 - 0.20 0.45 - 0.55 0.30 - 0.40 3.60 - 3.70 0.10 - 0.50 0.30 - 0.60
- - - - - - - - -
< 5 - < 5 - < 5 < 5 - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
- - - - - - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS SOM = 1% SOM = 1%
NATURAL GROUND SOM = 2.5%
1309 SOM = 6%
K&N Distribution Depot, Draycott in the Clay 1.774316
SOM = 1% AWS010.20 AWS010.50 AWS011.50 AWS020.90 AWS022.30 AWS030.70 AWS040.70 AWS050.75 AWS061.50 AWS071.40 AWS080.20 AWS080.60
AWS01 AWS01 AWS01 AWS02 AWS02 AWS03 AWS04 AWS05 AWS06 AWS07 AWS08 AWS08
0.20 0.50 1.50 0.90 2.30 0.70 0.70 0.75 1.50 1.40 0.20 0.60
Asbestos Screen N/A N/A N/A N/A 22 Detected 0 Not Detected Not Detected - Not Detected - Not Detected Not Detected Not Detected Not Detected - Not Detected Not Detected
pH no units 6.80 7.63 9.40 23 No Criteria 0 9.4 8 - 7.5 - 7.4 7.6 7.2 7.1 - 7.4 -
Total Cyanide mg/kg <LOD <LOD <LOD 20 53.00 0 < 2 < 2 - < 2 - < 2 < 2 < 2 < 2 - < 2 -
Total Organic Carbon (TOC) mg/kg 0.10 1.03 3.70 20 No Criteria 0 1.7 0.7 - 0.8 - 0.2 0.1 0.8 0.1 - 0.6 -
37 Arsenic mg/kg 2.00 5.31 13.00 20 37.00 0 5 < 2 - < 2 - 6 4 < 2 13 - 2 -
Water Soluble Sulphate as SO4 (2:1) mg/kg 0.01 0.18 1.09 23 No Criteria 0 0.01 0.04 - 0.05 - 0.03 0.01 0.02 0.02 - 0.03 -
26 Cadmium mg/kg 0.60 0.85 1.10 20 26.00 0 1.1 < 0.5 - < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 -
Chromium mg/kg 16.00 32.30 48.00 20 3000.00 0 29 35 - 37 - 32 35 31 43 - 33 -
Copper mg/kg 6.00 17.70 39.00 20 2330.00 0 19 15 - 22 - 9 7 20 12 - 11 -
200 Lead mg/kg 8.00 20.60 52.00 20 200.00 0 23 14 - 15 - 8 8 11 13 - 17 -
Mercury mg/kg <LOD <LOD <LOD 20 170.00 0 < 1 < 1 - < 1 - < 1 < 1 < 1 < 1 - < 1 -
Nickel mg/kg 12.00 30.70 50.00 20 130.00 0 30 33 - 35 - 33 31 30 50 - 32 -
Selenium mg/kg <LOD <LOD <LOD 20 350.00 0 < 3 < 3 - < 3 - < 3 < 3 < 3 < 3 - < 3 -
Zinc mg/kg 45.00 78.80 129.00 20 3750.00 0 76 65 - 89 - 58 58 72 74 - 72 -
Naphthalene mg/kg <LOD <LOD <LOD 20 1.50 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Acenaphthylene mg/kg <LOD <LOD <LOD 20 170.00 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Acenaphthene mg/kg <LOD <LOD <LOD 20 210.00 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Fluorene mg/kg 0.20 0.20 0.20 20 160.00 0 < 0.1 0.2 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Phenanthrene mg/kg 0.55 0.55 0.55 20 92.00 0 < 0.1 0.55 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Anthracene mg/kg <LOD <LOD <LOD 20 2300.00 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Fluoranthene mg/kg 0.16 0.18 0.20 20 260.00 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Pyrene mg/kg 0.15 0.20 0.39 20 560.00 0 < 0.1 0.39 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Benzo(a)anthracene mg/kg <LOD <LOD <LOD 20 3.10 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Chrysene mg/kg 0.11 0.12 0.13 20 6.00 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Benzo(b)fluoranthene mg/kg 0.12 0.12 0.12 20 5.60 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Benzo(k)fluoranthene mg/kg <LOD <LOD <LOD 20 6.50 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
5 Benzo(a)pyrene mg/kg <LOD <LOD <LOD 20 5.00 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Indeno(1,2,3-cd)pyrene mg/kg <LOD <LOD <LOD 20 3.20 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Di-benzo(a,h)anthracene mg/kg <LOD <LOD <LOD 20 0.76 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
Benzo(ghi)perylene mg/kg <LOD <LOD <LOD 20 44.00 0 < 0.1 < 0.1 - < 0.1 - < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 -
TPH CWG - Aliphatic >C5 - C6 mg/kg <LOD <LOD <LOD 23 30.00 0 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 -
TPH CWG - Aliphatic >C6 - C8 mg/kg <LOD <LOD <LOD 23 73.00 0 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 -
TPH CWG - Aliphatic >C8 - C10 mg/kg 3.00 27.00 51.00 23 19.00 1 < 1 3 < 1 < 1 < 1 < 1 < 1 < 1 51 < 1 < 1 -
TPH CWG - Aliphatic >C10 - C12 mg/kg 31.00 79.00 127.00 23 93.00 1 < 1 31 < 1 < 1 < 1 < 1 < 1 < 1 127 < 1 < 1 -
TPH CWG - Aliphatic >C12 - C16 mg/kg 87.00 144.00 201.00 23 740.00 0 < 1 201 < 1 < 1 < 1 < 1 < 1 < 1 87 < 1 < 1 -
TPH CWG - Aliphatic >C16 - C21 mg/kg 246.00 246.00 246.00 23 45000.00 0 < 1 246 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 -
TPH CWG - Aliphatic >C21 - C34 mg/kg 47.00 47.00 47.00 23 45000.00 0 < 6 47 < 6 < 6 < 6 < 6 < 6 < 6 < 6 < 6 < 6 -
TPH CWG - Aromatic >C5 - C7 mg/kg <LOD <LOD <LOD 23 65.00 0 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 -
TPH CWG - Aromatic >C7 - C8 mg/kg <LOD <LOD <LOD 23 120.00 0 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 -
TPH CWG - Aromatic >C8 - C10 mg/kg 10.00 10.00 10.00 23 27.00 0 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 10 < 1 < 1 -
TPH CWG - Aromatic >C10 - C12 mg/kg 11.00 30.00 49.00 23 69.00 0 < 1 11 < 1 < 1 < 1 < 1 < 1 < 1 49 < 1 < 1 -
TPH CWG - Aromatic >C12 - C16 mg/kg 46.00 75.50 105.00 23 140.00 0 < 1 105 < 1 < 1 < 1 < 1 < 1 < 1 46 < 1 < 1 -
TPH CWG - Aromatic >C16 - C21 mg/kg 3.00 65.67 188.00 23 250.00 0 < 1 188 < 1 < 1 < 1 < 1 < 1 < 1 3 < 1 < 1 -
TPH CWG - Aromatic >C21 - C35 mg/kg 34.00 34.00 34.00 23 890.00 0 < 6 34 < 6 < 6 < 6 < 6 < 6 < 6 < 6 < 6 < 6 -
0.9 Benzene mg/kg <LOD <LOD <LOD 23 0.87 0 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 -
Toluene mg/kg <LOD <LOD <LOD 23 610.00 0 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 -
Ethylbenzene mg/kg 0.19 0.19 0.19 23 350.00 0 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 0.191 < 10 < 10 -
m & p-xylene mg/kg 0.05 0.05 0.05 23 230.00 0 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 0.053 < 10 < 10 -
o-Xylene mg/kg 0.02 0.02 0.02 23 250.00 0 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 0.016 < 10 < 10 -
Monohydric Phenols mg/kg <LOD <LOD <LOD 20 420.00 0 < 2 < 2 - < 2 - < 2 < 2 < 2 < 2 - < 2 -
Dichlorodifluoromethane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
Vinyl Chloride mg/kg <LOD <LOD <LOD 3 0.00 0 - - - - - - - < 5 < 5 - - -
Chloromethane mg/kg <LOD <LOD <LOD 3 0.01 0 - - - - - - - < 10 < 10 - - -
Chloroethane mg/kg <LOD <LOD <LOD 3 8.30 0 - - - - - - - < 5 < 5 - - -
Bromomethane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 10 < 10 - - -
Trichlorofluoromethane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
1,1-Dichloroethene mg/kg <LOD <LOD <LOD 3 0.23 0 - - - - - - - < 5 < 5 - - -
MTBE mg/kg <LOD <LOD <LOD 23 49.00 0 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 -
trans-1,2-Dichloroethene mg/kg <LOD <LOD <LOD 3 0.19 0 - - - - - - - < 5 < 5 - - -
1,1-Dichloroethane mg/kg <LOD <LOD <LOD 3 2.40 0 - - - - - - - < 5 < 5 - - -
cis-1,2-Dichloroethene mg/kg <LOD <LOD <LOD 3 0.11 0 - - - - - - - < 5 < 5 - - -
2,2-Dichloropropane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
Chloroform mg/kg <LOD <LOD <LOD 3 0.75 0 - - - - - - - < 5 < 5 - - -
Bromochloromethane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
SGVs & GACs
Assessment Scenario: Residential
Assessment Criteria Source: SGVs, GACs & C4SLs
Soil Organic Matter (%): SOM = 1%
ASSESSMENT
CRITERIA
No. >
ACDETERMINAND UNITS MINIMUM AVERAGE MAXIMUM
No. of
TESTS
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS SOM = 1% SOM = 1%
NATURAL GROUND SOM = 2.5%
1309 SOM = 6%
K&N Distribution Depot, Draycott in the Clay 1.774316
SOM = 1% AWS010.20 AWS010.50 AWS011.50 AWS020.90 AWS022.30 AWS030.70 AWS040.70 AWS050.75 AWS061.50 AWS071.40 AWS080.20 AWS080.60
AWS01 AWS01 AWS01 AWS02 AWS02 AWS03 AWS04 AWS05 AWS06 AWS07 AWS08 AWS08
0.20 0.50 1.50 0.90 2.30 0.70 0.70 0.75 1.50 1.40 0.20 0.60
SGVs & GACs
Assessment Scenario: Residential
Assessment Criteria Source: SGVs, GACs & C4SLs
Soil Organic Matter (%): SOM = 1%
ASSESSMENT
CRITERIA
No. >
ACDETERMINAND UNITS MINIMUM AVERAGE MAXIMUM
No. of
TESTS
1,1,1-Trichloroethane mg/kg <LOD <LOD <LOD 3 6.20 0 - - - - - - - < 5 < 5 - - -
1,1-Dichloropropene mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 10 < 10 - - -
Carbon Tetrachloride mg/kg <LOD <LOD <LOD 3 0.02 0 - - - - - - - < 5 < 5 - - -
1,2-Dichloroethane mg/kg <LOD <LOD <LOD 3 0.01 0 - - - - - - - < 5 < 5 - - -
Benzene mg/kg <LOD <LOD <LOD 23 0.33 0 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 < 2 -
1,2-Dichloropropane mg/kg <LOD <LOD <LOD 3 0.02 0 - - - - - - - < 5 < 5 - - -
Trichloroethene mg/kg <LOD <LOD <LOD 3 0.11 0 - - - - - - - < 5 < 5 - - -
Bromodichloromethane mg/kg <LOD <LOD <LOD 3 0.02 0 - - - - - - - < 5 < 5 - - -
Dibromomethane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
TAME mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
cis-1,3-Dichloropropene mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
Toluene mg/kg <LOD <LOD <LOD 23 610.00 0 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 -
trans-1,3-Dichloropropene mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
1,1,2-Trichloroethane mg/kg <LOD <LOD <LOD 3 0.60 0 - - - - - - - < 10 < 10 - - -
1,3-Dichloropropane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
Tetrachloroethene mg/kg <LOD <LOD <LOD 3 0.94 0 - - - - - - - < 5 < 5 - - -
Dibromochloromethane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
1,2-Dibromoethane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
Chlorobenzene mg/kg <LOD <LOD <LOD 3 0.33 0 - - - - - - - < 5 < 5 - - -
1,1,1,2-Tetrachloroethane mg/kg <LOD <LOD <LOD 3 0.90 0 - - - - - - - < 5 < 5 - - -
Ethyl Benzene mg/kg 0.19 0.19 0.19 3 350.00 0 - - - - - - - < 10 0.191 - - -
m,p-Xylene mg/kg 0.05 0.05 0.05 3 230.00 0 - - - - - - - < 10 0.053 - - -
o-Xylene mg/kg 0.02 0.02 0.02 23 250.00 0 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 0.016 < 10 < 10 -
Styrene mg/kg <LOD <LOD <LOD 3 8.10 0 - - - - - - - < 5 < 5 - - -
Bromoform mg/kg <LOD <LOD <LOD 3 2.80 0 - - - - - - - < 10 < 10 - - -
Isopropylbenzene mg/kg 0.29 0.29 0.29 3 11.00 0 - - - - - - - < 5 0.293 - - -
1,1,2,2-Tetrachloroethane mg/kg <LOD <LOD <LOD 3 1.40 0 - - - - - - - < 5 < 5 - - -
1,2,3-Trichloropropane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
n-Propylbenzene mg/kg 0.55 0.55 0.55 3 34.00 0 - - - - - - - < 5 0.551 - - -
Bromobenzene mg/kg <LOD <LOD <LOD 3 0.87 0 - - - - - - - < 5 < 5 - - -
2-Chlorotoluene mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
1,3,5-Trimethylbenzene mg/kg 1.18 1.18 1.18 3 No Criteria 0 - - - - - - - < 5 1.18 - - -
4-Chlorotoluene mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
tert-Butylbenzene mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
1,2,4-Trimethylbenzene mg/kg 1.67 1.67 1.67 3 0.35 1 - - - - - - - < 5 1.67 - - -
sec-Butylbenzene mg/kg 0.56 0.56 0.56 3 No Criteria 0 - - - - - - - < 5 0.559 - - -
p-Isopropyltoluene mg/kg 1.44 1.44 1.44 3 No Criteria 0 - - - - - - - < 5 1.439 - - -
1,3-Dichlorobenzene mg/kg <LOD <LOD <LOD 3 0.29 0 - - - - - - - < 5 < 5 - - -
1,4-Dichlorobenzene mg/kg <LOD <LOD <LOD 3 30.00 0 - - - - - - - < 5 < 5 - - -
n-Butylbenzene mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 5 < 5 - - -
1,2-Dichlorobenzene mg/kg <LOD <LOD <LOD 3 16.00 0 - - - - - - - < 5 < 5 - - -
1,2-Dibromo-3-chloropropane mg/kg <LOD <LOD <LOD 3 No Criteria 0 - - - - - - - < 10 < 10 - - -
Hexachlorobutadiene mg/kg <LOD <LOD <LOD 3 0.21 0 - - - - - - - < 5 < 5 - - -
1,2,4-Trichlorobenzene mg/kg <LOD <LOD <LOD 2 1.80 0 - - - - - - - < 0.1 < 0.1 - - -
2-Nitrophenol mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
Nitrobenzene mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
0-Cresol mg/kg <LOD <LOD <LOD 2 80.00 0 - - - - - - - < 0.1 < 0.1 - - -
bis(2-chloroethoxy)methane mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
bis(2-chloroethyl)ether mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
2,4-Dichlorophenol mg/kg <LOD <LOD <LOD 2 0.87 0 - - - - - - - < 0.1 < 0.1 - - -
2-Chlorophenol mg/kg <LOD <LOD <LOD 2 0.87 0 - - - - - - - < 0.1 < 0.1 - - -
1,3-Dichlorobenzene mg/kg <LOD <LOD <LOD 3 0.29 0 - - - - - - - < 5 < 5 - - -
1,4-Dichlorobenzene mg/kg <LOD <LOD <LOD 3 30.00 0 - - - - - - - < 5 < 5 - - -
1,2-Dichlorobenzene mg/kg <LOD <LOD <LOD 3 16.00 0 - - - - - - - < 5 < 5 - - -
2,4-Dimethylphenol mg/kg <LOD <LOD <LOD 2 19.00 0 - - - - - - - < 0.15 < 0.15 - - -
Isophorone mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
Hexachloroethane mg/kg <LOD <LOD <LOD 2 0.20 0 - - - - - - - < 0.1 < 0.1 - - -
p-Cresol mg/kg <LOD <LOD <LOD 2 80.00 0 - - - - - - - < 0.15 < 0.15 - - -
2,4,6-Trichlorophenol mg/kg <LOD <LOD <LOD 2 0.87 0 - - - - - - - < 0.1 < 0.1 - - -
2,4,5-Trichlorophenol mg/kg <LOD <LOD <LOD 2 0.87 0 - - - - - - - < 0.1 < 0.1 - - -
2-Nitroaniline mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
4-Chloro-3-methylphenol mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
2-Methylnaphthalene mg/kg 0.00 0.00 0.00 2 No Criteria 0 - - - - - - - < 0.1 0.0004 - - -
Hexachlorocyclopentadiene mg/kg <LOD <LOD <LOD 2 19.00 0 - - - - - - - < 0.1 < 0.1 - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS SOM = 1% SOM = 1%
NATURAL GROUND SOM = 2.5%
1309 SOM = 6%
K&N Distribution Depot, Draycott in the Clay 1.774316
SOM = 1% AWS010.20 AWS010.50 AWS011.50 AWS020.90 AWS022.30 AWS030.70 AWS040.70 AWS050.75 AWS061.50 AWS071.40 AWS080.20 AWS080.60
AWS01 AWS01 AWS01 AWS02 AWS02 AWS03 AWS04 AWS05 AWS06 AWS07 AWS08 AWS08
0.20 0.50 1.50 0.90 2.30 0.70 0.70 0.75 1.50 1.40 0.20 0.60
SGVs & GACs
Assessment Scenario: Residential
Assessment Criteria Source: SGVs, GACs & C4SLs
Soil Organic Matter (%): SOM = 1%
ASSESSMENT
CRITERIA
No. >
ACDETERMINAND UNITS MINIMUM AVERAGE MAXIMUM
No. of
TESTS
Hexachlorobutadiene mg/kg <LOD <LOD <LOD 3 0.21 0 - - - - - - - < 5 < 5 - - -
2,6-Dinitrotoluene mg/kg <LOD <LOD <LOD 2 0.78 0 - - - - - - - < 0.1 < 0.1 - - -
Dimethyl phthalate mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
2-Chloronaphthalene mg/kg <LOD <LOD <LOD 2 3.70 0 - - - - - - - < 0.1 < 0.1 - - -
4-Chloroaniline mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.2 < 0.2 - - -
4-Nitrophenol mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
4-Chlorophenyl phenyl ether mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
3-Nitroaniline mg/kg 0.00 0.00 0.00 2 No Criteria 0 - - - - - - - < 0.1 0.0001 - - -
4-Nitroaniline mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
4-Bromophenyl phenyl ether mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
Hexachlorobenzene mg/kg <LOD <LOD <LOD 2 19.00 0 - - - - - - - < 0.1 < 0.1 - - -
2,4-Dinitrotoluene mg/kg <LOD <LOD <LOD 2 1.50 0 - - - - - - - < 0.1 < 0.1 - - -
Diethyl phthalate mg/kg <LOD <LOD <LOD 2 120.00 0 - - - - - - - < 0.1 < 0.1 - - -
Dibenzofuran mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
Azobenzene mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
Dibutyl phthalate mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.15 < 0.15 - - -
Carbazole mg/kg <LOD <LOD <LOD 2 No Criteria 0 - - - - - - - < 0.1 < 0.1 - - -
bis(2-ethylhexyl)phthalate mg/kg <LOD <LOD <LOD 2 280.00 0 - - - - - - - < 0.2 < 0.2 - - -
Benzyl butyl phthalate mg/kg <LOD <LOD <LOD 2 1400.00 0 - - - - - - - < 0.1 < 0.1 - - -
Di-n-octyl phthalate mg/kg <LOD <LOD <LOD 2 2300.00 0 - - - - - - - < 0.1 < 0.1 - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
NATURAL GROUND
1309
K&N Distribution Depot, Draycott in the Clay
Asbestos Screen
pH
Total Cyanide
Total Organic Carbon (TOC)
Arsenic
Water Soluble Sulphate as SO4 (2:1)
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Zinc
Naphthalene
Acenaphthylene
Acenaphthene
Fluorene
Phenanthrene
Anthracene
Fluoranthene
Pyrene
Benzo(a)anthracene
Chrysene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Benzo(a)pyrene
Indeno(1,2,3-cd)pyrene
Di-benzo(a,h)anthracene
Benzo(ghi)perylene
TPH CWG - Aliphatic >C5 - C6
TPH CWG - Aliphatic >C6 - C8
TPH CWG - Aliphatic >C8 - C10
TPH CWG - Aliphatic >C10 - C12
TPH CWG - Aliphatic >C12 - C16
TPH CWG - Aliphatic >C16 - C21
TPH CWG - Aliphatic >C21 - C34
TPH CWG - Aromatic >C5 - C7
TPH CWG - Aromatic >C7 - C8
TPH CWG - Aromatic >C8 - C10
TPH CWG - Aromatic >C10 - C12
TPH CWG - Aromatic >C12 - C16
TPH CWG - Aromatic >C16 - C21
TPH CWG - Aromatic >C21 - C35
Benzene
Toluene
Ethylbenzene
m & p-xylene
o-Xylene
Monohydric Phenols
Dichlorodifluoromethane
Vinyl Chloride
Chloromethane
Chloroethane
Bromomethane
Trichlorofluoromethane
1,1-Dichloroethene
MTBE
trans-1,2-Dichloroethene
1,1-Dichloroethane
cis-1,2-Dichloroethene
2,2-Dichloropropane
Chloroform
Bromochloromethane
DETERMINAND
AWS100.10 AWS120.50 TP30.05 TP50.50 & BB TP90.20 TP110.30 TP170.10 WS5011.80 - 1.90WS5041.60 - 1.80WS5070.80 - 0.90WS5071.20 - 1.30WS5100.06 - 0.14WS5110.60 - 0.80WS5150.90 - 1.00WS5151.00 - 1.30HP10.15 HP20.10
AWS10 AWS12 TP3 TP5 TP9 TP11 TP17 WS501 WS504 WS507 WS507 WS510 WS511 WS515 WS515 HP1 HP2
0.10 0.50 0.05 0.50 & BB 0.20 0.30 0.10 1.80 - 1.90 1.60 - 1.80 0.80 - 0.90 1.20 - 1.30 0.06 - 0.14 0.60 - 0.80 0.90 - 1.00 1.00 - 1.30 0.15 0.10
Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected Not Detected - Not Detected Not Detected - Not Detected - Not Detected - Not Detected Not Detected
7.1 7.6 7.8 7.8 7.9 7.5 7.8 7.6 7.9 8.4 8.3 - - 7.2 7.1 7 6.8
< 2 < 2 < 2 < 2 < 2 < 2 < 2 - < 2 < 2 - - - < 2 - < 2 < 2
3.7 0.1 2.1 0.2 1 2 0.5 - < 0.1 0.2 - - - 1.2 - 1.5 2.1
4 6 5 3 4 3 6 - 3 6 - - - < 2 - 7 8
0.03 0.08 0.09 0.03 1.09 0.18 0.73 0.4 0.05 0.55 0.07 - - 0.25 0.16 0.02 < 0.01
< 0.5 < 0.5 < 0.5 < 0.5 0.6 < 0.5 < 0.5 - < 0.5 < 0.5 - - - < 0.5 - < 0.5 < 0.5
25 39 34 16 21 35 48 - 28 26 - - - 31 - 32 36
18 12 19 7 35 23 32 - 6 8 - - - 20 - 39 20
34 12 35 52 33 34 27 - 10 9 - - - 26 - 21 10
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 1 < 1
25 41 32 22 12 35 21 - 26 26 - - - 30 - 35 35
< 3 < 3 < 3 < 3 < 3 < 3 < 3 - < 3 < 3 - - - < 3 - < 3 < 3
87 72 113 49 129 100 102 - 67 45 - - - 87 - 87 74
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 0.18 < 0.1 0.19 < 0.1 0.16 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 0.2
< 0.1 < 0.1 0.16 < 0.1 0.16 < 0.1 0.15 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 0.15
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 0.11 < 0.1 0.13 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 0.12 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 - < 0.1 < 0.1 - - - < 0.1 - < 0.1 < 0.1
< 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 - < 0.01 < 0.01 - - - < 0.01 - < 0.01 < 0.01
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - < 0.05 < 0.05 - - - < 0.05 - < 0.05 < 0.05
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 2 < 2
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 2 < 2
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 3 < 3
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 3 < 3
< 6 < 6 < 6 < 6 < 6 < 6 < 6 - < 6 < 6 - - - < 6 - < 10 < 10
< 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 - < 0.01 < 0.01 - - - < 0.01 - < 0.01 < 0.01
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - < 0.05 < 0.05 - - - < 0.05 - < 0.05 < 0.05
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 2 < 2
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 2 < 2
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - < 2 < 2
< 1 < 1 < 1 < 1 < 1 < 1 < 1 - < 1 < 1 - - - < 1 - 6 < 3
< 6 < 6 < 6 < 6 < 6 < 6 < 6 - < 6 < 6 - - - < 6 - < 10 < 10
< 2 < 2 < 2 < 2 < 2 < 2 < 2 - < 2 < 2 - - - < 2 - < 2 < 2
< 5 < 5 < 5 < 5 < 5 < 5 < 5 - < 5 < 5 - - - < 5 - < 5 < 5
< 10 < 10 < 10 < 10 < 10 < 10 < 10 - < 10 < 10 - - - < 10 - < 10 < 10
< 10 < 10 < 10 < 10 < 10 < 10 < 10 - < 10 < 10 - - - < 10 - < 10 < 10
< 10 < 10 < 10 < 10 < 10 < 10 < 10 - < 10 < 10 - - - < 10 - < 10 < 10
< 2 < 2 < 2 < 2 < 2 < 2 < 2 - < 2 < 2 - - - < 2 - < 2 < 2
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 10 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 10 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
< 5 < 5 < 5 < 5 < 5 < 5 < 5 - < 5 < 5 - - - < 5 - < 5 < 5
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
NATURAL GROUND
1309
K&N Distribution Depot, Draycott in the Clay
DETERMINAND
1,1,1-Trichloroethane
1,1-Dichloropropene
Carbon Tetrachloride
1,2-Dichloroethane
Benzene
1,2-Dichloropropane
Trichloroethene
Bromodichloromethane
Dibromomethane
TAME
cis-1,3-Dichloropropene
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
1,3-Dichloropropane
Tetrachloroethene
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethyl Benzene
m,p-Xylene
o-Xylene
Styrene
Bromoform
Isopropylbenzene
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
n-Propylbenzene
Bromobenzene
2-Chlorotoluene
1,3,5-Trimethylbenzene
4-Chlorotoluene
tert-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
p-Isopropyltoluene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
n-Butylbenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
1,2,4-Trichlorobenzene
2-Nitrophenol
Nitrobenzene
0-Cresol
bis(2-chloroethoxy)methane
bis(2-chloroethyl)ether
2,4-Dichlorophenol
2-Chlorophenol
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
2,4-Dimethylphenol
Isophorone
Hexachloroethane
p-Cresol
2,4,6-Trichlorophenol
2,4,5-Trichlorophenol
2-Nitroaniline
4-Chloro-3-methylphenol
2-Methylnaphthalene
Hexachlorocyclopentadiene
AWS100.10 AWS120.50 TP30.05 TP50.50 & BB TP90.20 TP110.30 TP170.10 WS5011.80 - 1.90WS5041.60 - 1.80WS5070.80 - 0.90WS5071.20 - 1.30WS5100.06 - 0.14WS5110.60 - 0.80WS5150.90 - 1.00WS5151.00 - 1.30HP10.15 HP20.10
AWS10 AWS12 TP3 TP5 TP9 TP11 TP17 WS501 WS504 WS507 WS507 WS510 WS511 WS515 WS515 HP1 HP2
0.10 0.50 0.05 0.50 & BB 0.20 0.30 0.10 1.80 - 1.90 1.60 - 1.80 0.80 - 0.90 1.20 - 1.30 0.06 - 0.14 0.60 - 0.80 0.90 - 1.00 1.00 - 1.30 0.15 0.10
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 10 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
< 2 < 2 < 2 < 2 < 2 < 2 < 2 - < 2 < 2 - - - < 2 - < 2 < 2
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
< 5 < 5 < 5 < 5 < 5 < 5 < 5 - < 5 < 5 - - - < 5 - < 5 < 5
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 10 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 10 - - - -
- - - - - - - - - - - - < 10 - - - -
< 10 < 10 < 10 < 10 < 10 < 10 < 10 - < 10 < 10 - - - < 10 - < 10 < 10
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 10 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 10 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
HUMAN HEALTH QUANTITATIVE RISK ASSESSMENT - SOILS
NATURAL GROUND
1309
K&N Distribution Depot, Draycott in the Clay
DETERMINAND
Hexachlorobutadiene
2,6-Dinitrotoluene
Dimethyl phthalate
2-Chloronaphthalene
4-Chloroaniline
4-Nitrophenol
4-Chlorophenyl phenyl ether
3-Nitroaniline
4-Nitroaniline
4-Bromophenyl phenyl ether
Hexachlorobenzene
2,4-Dinitrotoluene
Diethyl phthalate
Dibenzofuran
Azobenzene
Dibutyl phthalate
Carbazole
bis(2-ethylhexyl)phthalate
Benzyl butyl phthalate
Di-n-octyl phthalate
AWS100.10 AWS120.50 TP30.05 TP50.50 & BB TP90.20 TP110.30 TP170.10 WS5011.80 - 1.90WS5041.60 - 1.80WS5070.80 - 0.90WS5071.20 - 1.30WS5100.06 - 0.14WS5110.60 - 0.80WS5150.90 - 1.00WS5151.00 - 1.30HP10.15 HP20.10
AWS10 AWS12 TP3 TP5 TP9 TP11 TP17 WS501 WS504 WS507 WS507 WS510 WS511 WS515 WS515 HP1 HP2
0.10 0.50 0.05 0.50 & BB 0.20 0.30 0.10 1.80 - 1.90 1.60 - 1.80 0.80 - 0.90 1.20 - 1.30 0.06 - 0.14 0.60 - 0.80 0.90 - 1.00 1.00 - 1.30 0.15 0.10
- - - - - - - - - - - - < 5 - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
1
1
1
1
1 TABLE SHOWING PHYTOTOXICITY ASSESSMENT FOR MADE GROUND
1
1
1
Copper mg/kg 10.00 40.95 90.00 22 200.00 0
1
Nickel mg/kg 15.00 33.00 60.00 22 110.00 0
1
Zinc mg/kg 56.00 144.27 347.00 22 300.00 2
1
1 TABLE SHOWING PHYTOTOXICITY ASSESSMENT FOR NATURAL SOILS
1
1
1
Copper mg/kg 6.00 17.70 39.00 20 200.00 0
1
Nickel mg/kg 12.00 30.70 50.00 20 110.00 0
1
Zinc mg/kg 45.00 78.80 129.00 20 300.00 0
1
AWS03 [0.35m
bgl] at -mg/kg,
AWS04 [0.32m
bgl] at -mg/kg,
AWS05 [0.20m
bgl] at
132mg/kg,
AWS06 [0.50m
bgl] at -mg/kg,
AWS07 [0.30m
bgl] at -mg/kg,
AWS07 [0.60m
bgl] at
64mg/kg,
AWS09
[0.20m bgl]
at -mg/kg,
AWS03 [0.35m bgl] at -mg/kg,AWS04 [0.32m bgl] at -mg/kg,AWS05 [0.20m bgl] at 29mg/kg,AWS06 [0.50m bgl] at -mg/kg,AWS07 [0.30m bgl] at -mg/kg,AWS07 [0.60m bgl] at 36mg/kg,AWS09 [0.20m bgl] at -mg/kg,
MINIMUM AVERAGE MAXIMUMNo. of
TESTS
DETERMINAND UNITS MINIMUM AVERAGE MAXIMUMNo. of
TESTS
ASSESSMENT
CRITERIA
No. >
AC
ASSESSMENT
CRITERIA
No. >
ACDETERMINAND UNITS
PHYTOTOXICITY RISK ASSESSMENT
1309
K&N Distribution Depot, Draycott in the Clay
DETAILS
-
-
-
Risk Criteria: British Standard BS 3882:2007 (Specification for topsoil and requirements for
use)
DETAILS
-
-
TP10 [0.10 - 0.30m bgl] at 323mg/kg,WS514 [0.10 - 0.50m bgl] at 347mg/kg
TABLE SHOWING WATER PIPELINE ASSESSMENT
PE EXCEEDED PVC EXCEEDED
Total VOC (with TICs)* µg/kg 500.00 125.00
BTEX & MTBE µg/kg 100.00 NO 30.00 NO 10.00
**Total SVOC Suite (with TIC) mg/kg 2.00 1.40
Phenols mg/kg 2.00 0.40 <LOD
Cresols & Chlorinated Phenols mg/kg 2.00 0.04
†Ethers mg/kg 0.50 - 1.00 - -
†Nitrobenzene mg/kg 0.50 - 0.40 - -
†Ketones mg/kg 0.50 - 0.02 - -
†Aldehydes mg/kg 0.50 - 0.02 - -
Mineral Oils (C11 to C20) mg/kg 10.00 No effect
Mineral Oils (C21 to C40) mg/kg 500.00 No effect
Conductivity µ2/cm - - - - -
Redox Potential mV - - - - -
pH - - -
†Amines ug/kg N/A - No effect - -
NOTES:
*Minus total concentration of BTEX + MTBE.
**Minus total concentration of phenols, cresols and chlorinated phenols.
†Only required if current or historical site use indicates they may be present.
^Only applicable when selecting suitable barrier pipe (see UKWIR Guidance document)
RISK CRITERIA:
POTABLE WATER PIPELINE RISK ASSESSMENT
1309
K&N Distribution Depot, Draycott in the Clay
UK Water Industry Research (UKWIR). Guidance for the Selection of Water Supply
Pipes to be used in Brownfield Sites. Ref. 10/WM/03/21. 2010
DETERMINAND UNITSMAXIMUM
CONCENTRATION
THRESHOLD THRESHOLD
GROUP 1
GROUP 6
GROUP 2
GROUP 3
GROUP 4
GROUP 5^
TABLE SHOWING BURIED CONCRETE ASSESSMENT
DETERMINAND UNITS NO. OF TESTS MIN MAXCHARACTERISTIC
VALUEBRE CLASSIFICATION
Water Soluble Sulphate as SO4 g/l 24 0.02 2.24 1.1 DS2
pH - 24 7 9.10 7.4 AC2
Water Soluble Sulphate as SO4 g/l 23 0.01 1.09 0.6 DS2
pH - 23 6.80 9.40 7.0 AC2
NOTES:
DATA CRITERIA:
BRE Special Digest 1:2005, 3rd Edition, ‘Concrete in Aggressive Ground.’
BURIED CONCRETE ASSESSMENT
1309
Where there are >10 results, the Characteristic Value is based on the mean of the highest 20% of values for SO4, or the mean of the lowest
20% of values for pH. Where there are <10 samples, the Characteristic Value is based on lowest pH value / highest SO4.
K&N Distribution Depot, Draycott in the Clay
NATURAL GROUND
MADE GROUND
CONTROLLED WATERS RISK ASSESSMENT
1309
K&N Distribution Depot, Draycott in the Clay
AWS02 AWS03 AWS04 AWS06 AWS07 AWS11 WS501 WS502 WS503
AWS02 AWS03 AWS04 AWS06 AWS07 AWS11 WS501 WS502 WS503
pH NA 7.10 7.46 8.50 13 No criteria 0 No criteria 0 No criteria 0 7.5 7.1 7.1 7.4 7.7 7.1 7.1 7.3 7.3
Total Cyanide µg/l <LOD <LOD <LOD 13 No criteria 0 No criteria 0 No criteria 0 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5
Sulphate as SO4 mg/l 33.00 251.54 962.00 13 250.00 3 400.00 2 250.00 3 84 280 214 73 87 954 962 77 63
Sulphide µg/l <LOD <LOD <LOD 0 No criteria 0 0.25 0 No criteria 0
Total Organic Carbon (TOC) µg/l 2.60 26.12 64.60 13 No criteria 0 No criteria 0 No criteria 0 6.3 3.6 7.1 11.8 2.6 3.5 36 60.8 64.6
37 Arsenic (dissolved) µg/l 13.00 14.00 15.00 13 10.00 2 50.00 0 10.00 2 < 10 < 10 < 10 < 10 < 10 13 < 10 < 10 < 10
Boron (dissolved) µg/l 0.06 0.13 0.18 13 1.00 0 2.00 0 0.30 0 0.121 0.088 0.06 < 0050 0.182 0.141 0.161 0.159 0.157
26 Cadmium (dissolved) µg/l <LOD <LOD <LOD 13 5.00 0 5.00 0 3.00 0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
Chromium (dissolved) µg/l 6.00 8.33 14.00 13 50.00 0 250.00 0 50.00 0 < 5 < 5 < 5 < 5 6 < 5 < 5 < 5 7
Copper (dissolved) µg/l 20.00 21.33 22.00 13 2000.00 0 28.00 0 2000.00 0 < 10 22 20 < 10 < 10 22 < 10 < 10 < 10
200 Lead (dissolved) µg/l 7.00 9.75 14.00 13 25.00 0 250.00 0 10.00 2 8 7 14 < 5 10 < 5 < 5 < 5 < 5
Mercury (dissolved) µg/l <LOD <LOD <LOD 13 1.00 0 1.00 0 1.00 0 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Nickel (dissolved) µg/l <LOD <LOD <LOD 13 20.00 0 50.00 0 20.00 0 < 7 < 7 < 7 < 7 < 7 < 7 < 7 < 7 < 7
Selenium (dissolved) µg/l 6.00 6.00 6.00 13 10.00 0 No criteria 0 10.00 0 < 5 < 5 < 5 < 5 6 < 5 < 5 < 5 < 5
Zinc (dissolved) µg/l 7.00 24.71 39.00 13 5000.00 0 500.00 0 3000.00 0 20 28 33 7 39 38 8 < 5 < 5
Total Phenols µg/l <LOD <LOD <LOD 13 0.50 0 30.00 0 No criteria 0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5
EPH (C10 - C40) µg/l 36.00 301.00 791.00 13 No criteria 0 No criteria 0 No criteria 0 36 < 10 76 791 < 10 < 10 < 10 < 10 < 10
Naphthalene µg/l <LOD <LOD <LOD 13 No criteria 0 10.00 0 No criteria 0 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Benzo(a)pyrene µg/l <LOD <LOD <LOD 13 0.01 0 No criteria 0 0.70 0 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Total EPA-16 PAHs µg/l 0.57 0.57 0.57 13 No criteria 0 No criteria 0 No criteria 0 < 0.01 < 0.01 < 0.01 0.57 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01
Total >C5 - C35 µg/l <LOD <LOD <LOD 0 No criteria 0 No criteria 0 No criteria 0
Dichlorodifluoromethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Vinyl Chloride µg/l <LOD <LOD <LOD 10 0.50 0 No criteria 0 5.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Chloromethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Chloroethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Bromomethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Trichlorofluoromethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
5 1,1-Dichloroethene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 30.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
MTBE µg/l 195.00 195.00 195.00 6 No criteria 0 No criteria 0 No criteria 0 195 < 10 < 10 < 10 < 10 < 10 - - -
trans-1,2-Dichloroethene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,1-Dichloroethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
cis-1,2-Dichloroethene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
2,2-Dichloropropane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Chloroform µg/l <LOD <LOD <LOD 10 No criteria 0 12.00 0 200.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Bromochloromethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 10 - < 10 - < 10 - < 10 < 10 < 10
1,1,1-Trichloroethane µg/l <LOD <LOD <LOD 10 No criteria 0 100.00 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,1-Dichloropropene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Carbon Tetrachloride µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,2-Dichloroethane µg/l <LOD <LOD <LOD 10 3.00 0 10.00 0 30.00 0 < 10 - < 10 - < 10 - < 10 < 10 < 10
Benzene µg/l <LOD <LOD <LOD 6 1.00 0 30.00 0 10.00 0 < 1 < 1 < 1 < 1 < 1 < 1 - - -
1,2-Dichloropropane µg/l <LOD <LOD <LOD 10 0.10 0 No criteria 0 20.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Trichloroethene µg/l 4680.00 4680.00 4680.00 10 10.00 1 10.00 1 70.00 1 < 5 - 4680 - < 5 - < 5 < 5 < 5
Bromodichloromethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Dibromomethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
TAME µg/l 530.00 530.00 530.00 10 No criteria 0 No criteria 0 No criteria 0 530 - < 5 - < 5 - < 5 < 5 < 5
0.9 cis-1,3-Dichloropropene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Toluene µg/l <LOD <LOD <LOD 6 No criteria 0 50.00 0 700.00 0 < 5 < 5 < 5 < 5 < 5 < 5 - - -
trans-1,3-Dichloropropene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,1,2-Trichloroethane µg/l <LOD <LOD <LOD 10 No criteria 0 400.00 0 No criteria 0 < 10 - < 10 - < 10 - < 10 < 10 < 10
1,3-Dichloropropane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Tetrachloroethene µg/l <LOD <LOD <LOD 10 10.00 0 10.00 0 40.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Dibromochloromethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,2-Dibromoethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Chlorobenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,1,1,2-Tetrachloroethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Ethyl Benzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 300.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
m,p-Xylene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 10 - < 10 - < 10 - < 10 < 10 < 10
o-Xylene µg/l 31.00 31.00 31.00 6 No criteria 0 No criteria 0 No criteria 0 < 5 < 5 < 5 31 < 5 < 5 - - -
Styrene µg/l <LOD <LOD <LOD 10 No criteria 0 50.00 0 20.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
Bromoform µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 10 - < 10 - < 10 - < 10 < 10 < 10
Isopropylbenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,1,2,2-Tetrachloroethane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 10 - < 10 - < 10 - < 10 < 10 < 10
1,2,3-Trichloropropane µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
n-Propylbenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
DETERMINAND UNITS MINIMUM AVERAGE MAXIMUM UK DWSNo. >
ACWHO
No. of
TESTS
No. >
ACEQS FW
No. >
AC
SGVs & GACsData Source: Environment Agency H1 Environmental Risk
Assessment – Annex J, v2.0, April 2010 & Petroleum
Products in Drinking-Water, WHO
(WHO/SDE/WSH/05.08/123)2 - Environmental Quality Standards Freshwater (EQS FW)
1 - UK Drinking Water Standards (UK DWS)
Water Quality Standard (WQS) Selection Hierarchy:
3 - World Health Organisation (WHO)
CONTROLLED WATERS RISK ASSESSMENT
1309
K&N Distribution Depot, Draycott in the Clay
AWS02 AWS03 AWS04 AWS06 AWS07 AWS11 WS501 WS502 WS503
AWS02 AWS03 AWS04 AWS06 AWS07 AWS11 WS501 WS502 WS503DETERMINAND UNITS MINIMUM AVERAGE MAXIMUM UK DWS
No. >
ACWHO
No. of
TESTS
No. >
ACEQS FW
No. >
AC
SGVs & GACsData Source: Environment Agency H1 Environmental Risk
Assessment – Annex J, v2.0, April 2010 & Petroleum
Products in Drinking-Water, WHO
(WHO/SDE/WSH/05.08/123)2 - Environmental Quality Standards Freshwater (EQS FW)
1 - UK Drinking Water Standards (UK DWS)
Water Quality Standard (WQS) Selection Hierarchy:
3 - World Health Organisation (WHO)
Bromobenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
2-Chlorotoluene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,3,5-Trimethylbenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
4-Chlorotoluene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
tert-Butylbenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,2,4-Trimethylbenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
sec-Butylbenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
p-Isopropyltoluene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,3-Dichlorobenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,4-Dichlorobenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 300.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
n-Butylbenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 No criteria 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,2-Dichlorobenzene µg/l <LOD <LOD <LOD 10 No criteria 0 No criteria 0 1000.00 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
1,2-Dibromo-3-chloropropane µg/l <LOD <LOD <LOD 10 0.10 0 No criteria 0 1.00 0 < 10 - < 10 - < 10 - < 10 < 10 < 10
Hexachlorobutadiene µg/l <LOD <LOD <LOD 10 No criteria 0 0.10 0 0.60 0 < 5 - < 5 - < 5 - < 5 < 5 < 5
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CONTROLLED WATERS RISK ASSESSMENT
1309
K&N Distribution Depot, Draycott in the Clay
pH
Total Cyanide
Sulphate as SO4Sulphide
Total Organic Carbon (TOC)
Arsenic (dissolved)
Boron (dissolved)
Cadmium (dissolved)
Chromium (dissolved)
Copper (dissolved)
Lead (dissolved)
Mercury (dissolved)
Nickel (dissolved)
Selenium (dissolved)
Zinc (dissolved)
Total Phenols
EPH (C10 - C40)
Naphthalene
Benzo(a)pyrene
Total EPA-16 PAHs
Total >C5 - C35
Dichlorodifluoromethane
Vinyl Chloride
Chloromethane
Chloroethane
Bromomethane
Trichlorofluoromethane
1,1-Dichloroethene
MTBE
trans-1,2-Dichloroethene
1,1-Dichloroethane
cis-1,2-Dichloroethene
2,2-Dichloropropane
Chloroform
Bromochloromethane
1,1,1-Trichloroethane
1,1-Dichloropropene
Carbon Tetrachloride
1,2-Dichloroethane
Benzene
1,2-Dichloropropane
Trichloroethene
Bromodichloromethane
Dibromomethane
TAME
cis-1,3-Dichloropropene
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
1,3-Dichloropropane
Tetrachloroethene
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethyl Benzene
m,p-Xylene
o-Xylene
Styrene
Bromoform
Isopropylbenzene
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
n-Propylbenzene
DETERMINAND
WS507 WS513 WS514 WS517
WS507 WS513 WS514 WS517
8.5 7.6 7.8 7.5 - -
< 5 < 5 < 5 < 5 - -
55 33 248 140 - -
9.6 59.5 26.7 47.5 - -
15 < 10 < 10 < 10 - -
0.115 0.114 0.131 0.183 - -
< 0.5 < 0.5 < 0.5 < 0.5 - -
8 9 14 6 - -
< 10 < 10 < 10 < 10 - -
< 5 < 5 < 5 < 5 - -
< 0.05 < 0.05 < 0.05 < 0.05 - -
< 7 < 7 < 7 < 7 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 0.5 < 0.5 < 0.5 < 0.5 - -
< 10 < 10 < 10 < 10 - -
< 0.01 < 0.01 < 0.01 < 0.01 - -
< 0.01 < 0.01 < 0.01 < 0.01 - -
< 0.01 < 0.01 < 0.01 < 0.01 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
- - - - - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 10 < 10 < 10 < 10 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 10 < 10 < 10 < 10 - -
- - - - - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
- - - - - -
< 5 < 5 < 5 < 5 - -
< 10 < 10 < 10 < 10 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 10 < 10 < 10 < 10 - -
- - - - - -
< 5 < 5 < 5 < 5 - -
< 10 < 10 < 10 < 10 - -
< 5 < 5 < 5 < 5 - -
< 10 < 10 < 10 < 10 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
CONTROLLED WATERS RISK ASSESSMENT
1309
K&N Distribution Depot, Draycott in the Clay
DETERMINAND
Bromobenzene
2-Chlorotoluene
1,3,5-Trimethylbenzene
4-Chlorotoluene
tert-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
p-Isopropyltoluene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
n-Butylbenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
WS507 WS513 WS514 WS517
WS507 WS513 WS514 WS517
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 5 < 5 < 5 < 5 - -
< 10 < 10 < 10 < 10 - -
< 5 < 5 < 5 < 5 - -
APPENDIX F
FIELD MONITORING DATA
Water Sampling Log
1
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15/07/2014
Location Reference: AWS02
Weather: Overcast
Condition of headworks: Good
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
0 Thickness of LNAPL (m)
0
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
0.94 Total well depth below MP (m)
3.95
Water column in well (m)
2.99 Diameter of well casing (mm)
50mm
Volume of water purged (l)
12 Well volumes Purged Dry
Purging method Bailer
Field Parameters
Time sampling began: 14:46 Time sampling completed:
18:30
Time Colour Temp (0C)
pH Redox (mV)
Odour Conductivity
(ms)
Amount of water purged
(L)
Dissolved Oxygen
14:46 Light Tan 18.7 7.45 -31 Nil 916 12 6.4
18:30 Orangish
Brown 13.4 7.65 39 Nil 933 16 6.3
Water Sampling Log
2
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15/07/2014
Location Reference: AWS03
Weather: Sun/Cloud
Condition of headworks: Good
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
0 Thickness of LNAPL (m)
0
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
1.27 Total well depth below MP (m)
3.95
Water column in well (m)
2.68 Diameter of well casing (mm)
50mm
Volume of water purged (l)
12 Well volumes Purged Dry
Purging method Bailer
Field Parameters
Time sampling began: 15:28 Time sampling completed:
16:00
Time Colour Temp (0C)
pH Redox (mV)
Odour Conductivity
(ms)
Amount of water purged
(L)
Dissolved Oxygen
15:28 Light
Orange 15.5 7.61 74 Nil 1433 12 7.4
16:00 Reddish Brown
15.5 7.60 52 Nil 1325 14 7.4
Water Sampling Log
3
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15&16/7/2014
Location Reference: AWS04
Weather: Sunny
Condition of headworks: Good
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
0 Thickness of LNAPL (m)
0
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
1.73 Total well depth below MP (m)
3.95
Water column in well (m)
2.22 Diameter of well casing (mm)
50mm
Volume of water purged (l)
6 Well volumes Purged Dry
Purging method Bailer
Field Parameters
Time sampling began: 09:15 (16/07/2014)
Time sampling completed:
09:20 (16/07/2014)
Time Colour Temp (0C)
pH Redox (mV)
Odour Conductivity
(ms)
Amount of water purged
(L)
Dissolved Oxygen
15/07/2014 17:48
Reddish Brown
15.5 7.47 73 Nil 1429 4 4.2
16/07/2014 09:15
Reddish Brown
15.8 7.4 111 Nil 1309 4 4.1
Water Sampling Log
4
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15&16/7/2014
Location Reference: AWS06
Weather: Sunny
Condition of headworks: Good
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
0 Thickness of LNAPL (m)
0
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
2.48 Total well depth below MP (m)
3.75
Water column in well (m)
1.20 Diameter of well casing (mm)
50mm
Volume of water purged (l)
4 Well volumes Dry
Purging method Bailer
Field Parameters
Time sampling began: 09:30 (16/07/2014)
Time sampling completed:
09:45 (16/07/2014)
Time Colour Temp (0C)
pH Redox (mV)
Odour Conductivit
y (ms)
Amount of water purged
(L)
Dissolved Oxygen
08:30 Reddish Brown
15.0 8.1 147 Diesel 1058 4 6.1
9:45 Reddish Brown
15.5 8.0 117 Diesel 1128 2.5 4.3
Water Sampling Log
5
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15&16/7/2014
Location Reference: AWS07
Weather: Sun & Cloud, Slight Wind
Condition of headworks: Good
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
0 Thickness of LNAPL (m)
0
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
2.7 Total well depth below MP (m)
3.0
Water column in well (m)
0.3 Diameter of well casing (mm)
50mm
Volume of water purged (l)
3/4 Well volumes Dry
Purging method Bailer
Field Parameters
Time sampling began: 10:30 Time sampling completed:
10:45
Time Colour Temp (0C)
pH Redox (mV)
Odour Conductivit
y (ms)
Amount of water purged
(L)
Dissolved Oxygen
16:09 LIMITED SAMPLE
10:45 LIMITED SAMPLE
Water Sampling Log
6
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15/7/2014
Location Reference: AWS11
Weather: Sun & Cloud
Condition of headworks: Good
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
0 Thickness of LNAPL (m)
0
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
1.10 Total well depth below MP (m)
2.9
Water column in well (m)
1.8 Diameter of well casing (mm)
50
Volume of water purged (l)
8 Well volumes Dry
Purging method Bailer
Field Parameters
Time sampling began: 11:00 Time sampling completed:
11:15
Time Colour Temp (0C)
pH Redox (mV)
Odour Conductivit
y (ms)
Amount of water purged
(L)
Dissolved Oxygen
10:00 Reddish Brown
15.5 7.29 61 Nil 2110 8 6.4
11:00 Reddish Brown
15.5 7.30 82 Nil 2142 4 5.2
Water Sampling Log
7
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15/7/2014
Location Reference: BH1
Weather: Sunny
Condition of headworks: Good- Historic Borehole
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
1.61 Thickness of LNAPL (m)
0.025
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
1.585 Total well depth below MP (m)
-
Water column in well (m)
- Diameter of well casing (mm)
-
Volume of water purged (l)
- Well volumes -
Method Bailer
Time sampling began: 19:20 Time sampling completed:
Water Sampling Log
8
Project Number:
1309 Site
Location: K&N Distribution Depot,
Draycott-in-the-Clay Date: 15/7/2014
Location Reference: BH3
Weather: Sunny
Condition of headworks: Good- Historic Borehole
Sampled by: JM
Description of monitoring point (MP)
Ground Level
Depth to LNAPL below MP (m)
2.04 Thickness of LNAPL (m)
0.03
Depth to DNAPL below MP (m)
0 Thickness of DNAPL (m)
0
Depth to water below MP (m)
2.01 Total well depth below MP (m)
-
Water column in well (m)
- Diameter of well casing (mm)
-
Volume of water purged (l)
- Well volumes -
Method Bailer
Remarks: Strong Diesel odour
Time sampling began: 19:20 Time sampling completed:
Borehole Development Log Project Number:
1309 Site Location:
K+N Distribution Depot, Draycott-in-the-Clay
Date of purging:
23/10/14
Method used to purge: Bailer Sampler: Amy Khan
Borehole ID Pre – Purge Post - Purge
WS501
Depth to Water (m bgl) 2.35 DRY
Depth to Base (m bgl) 3.78 3.78
Water purged (l) 6
Recharge Rate: Slow to moderate recharge
WS502
Depth to Water 2.49 DRY
Depth to Base 3.93 3.93
Water purged 8
Recharge Rate: Very slow recharge
WS503
Depth to Water 3.33 DRY
Depth to Base 4.0 4.0
Water Purged 2
Recharge Rate: Very slow recharge
WS507
Depth to Water 1.4 DRY
Depth to Base 3.0 3.0
Water Purged 12
Recharge Rate: Very slow recharge
WS513
Depth to Water 1.98 DRY
Depth to Base 3.93 3.93
Water purged 5
Recharge Rate: Slow recharge
WS515
Depth to Water 2.08 3.89
Depth to Base 4.09 4.09
Water purged 47
Recharge Rate: Rate of 5mm/ 10 seconds
WS514
Depth to Water 1.66 DRY
Depth to Base 3.72 3.72
Water Purged 9
Recharge Rate: Moderate to quick recharge
WS517
Depth to Water 0.55 DRY
Depth to Base 4.05 4.05
Water Purged 17
Recharge Rate: Rate of 1cm/ 15 seconds
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS501
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m) -
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m) -
Depth to water below MP (m)
2.61 Total well depth below MP (m)
3.78
Water column in well (m bgl)
1.43 Water column in well after sampling below MP (m)
3.42
Sampling method Bailer
Time sampling began: 1000 Time sampling completed:
1021
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS502
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m)
-
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m)
-
Depth to water below MP (m)
2.63 Total well depth below MP (m)
3.93
Water column in well (m bgl)
1.3 Water column in well after sampling below MP (m)
3.67
Sampling method Bailer
Time sampling began: 0940 Time sampling completed:
1000
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS503
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m)
-
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m)
-
Depth to water below MP (m)
3.3 Total well depth below MP (m)
4.0
Water column in well (m) 0.7 Water column in well after sampling below MP (m)
3.94
Sampling method Bailer
Time sampling began: 1048 Time sampling completed:
1111
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS507
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m)
-
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m)
-
Depth to water below MP (m)
1.59 Total well depth below MP (m)
3.0
Water column in well (m bgl)
1.41 Water column in well after sampling below MP (m)
2.11
Sampling method Bailer
Time sampling began: 1146 Time sampling completed:
1205
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS513
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m)
-
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m)
-
Depth to water below MP (m)
2.98 Total well depth below MP (m)
3.93
Water column in well (m bgl)
0.95 Water column in well after sampling below MP (m)
3.86
Sampling method Bailer
Time sampling began: 0920 Time sampling completed:
0940
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS515
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m)
-
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m)
-
Depth to water below MP (m)
2.09 Total well depth below MP (m)
4.09
Water column in well (m bgl)
2 Water column in well after sampling below MP (m)
2.31
Sampling method Bailer
Time sampling began: 1113 Time sampling completed:
1125
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS514
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m)
-
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m)
-
Depth to water below MP (m)
1.67 Total well depth below MP (m)
3.72
Water column in well (m bgl)
2.05 Water column in well after sampling below MP (m)
2.17
Sampling method Bailer
Time sampling began: 1027 Time sampling completed:
1045
Groundwater Monitoring Log
Project Number:
1309 Site Location:
K&N Distribution Depot, Draycott-in-the-Clay
Date of sampling:
24/10/2014
Location Reference: WS517
Weather: Overcast, dry
Condition of headworks: Good
Sampled by: AK
Description of monitoring point (MP)
Ground Level
Diameter of well casing (mm)
100mm Pipe diameter (mm) 50
Depth to LNAPL below MP (m)
- Thickness of LNAPL (m)
-
Depth to DNAPL below MP (m)
- Thickness of DNAPL (m)
-
Depth to water below MP (m)
2.29 Total well depth below MP (m)
4.05
Water column in well (m bgl)
1.76 Water column in well after sampling below MP (m)
3.09
Sampling method Bailer
Time sampling began: 1125 Time sampling completed:
1145
Project
Number:Date:
Pressure
Range
(mb)
Peak Steady Peak Steady Peak Steady Min Steady CO H2S Top Base Peak Steady
AWS02 11.2 1010 0.1 0.1 2 2 0.5 0.5 20 20 4 0 0.94 3.95 0.7 0
AWS03 0 1011 0 0 0 0 0.1 0.1 20.1 20.1 0 0 1.27 3.95 0.9 0.9
AWS04 0 1010 0 0 0 0 0 0 21.4 21.4 0 0 1.73 3.95 18.1 18.1
AWS06 0 1011 4.4 4.4 88 88 1.3 1.3 17.3 17.3 18 0 2.45 3.75 140.1 140.1
AWS07 0 1011 0 0 0 0 1.3 1.3 18.5 18.5 1 0 2.7 3 2.4 2.4
AWS08 0 1012 0 0 0 0 2.7 2.7 18.4 18.5 3 0 Dry 0.9 0.9
AWS11 -1.4 1011 0.1 0 2 0 0.2 0.2 20.9 20.9 19 0 1.1 2.9 0 0
ROUND 1
CO/ H2S Water level (m bgl) PID (ppm)% V\V
% LEL ( Lower
Explosive Limit)% V\V % V\V
Monitoring Point
Reference
Flow Range
(Litres / hr)
Methane Methane Carbon Dioxide Oxygen
SOILS GAS MONITORING
1309 Site Location:K&N Distribution Depot,
Draycott-in-the-clay
Remarks:
Logged By: JM15/07/2014
Atm. Pressure: 1010 to
1011 variable
Project
Number:Date:
Peak Steady Peak Steady Peak Steady Min Steady CO H2S Top Base Peak Steady
BH1 -0.1 998 1.3 0.2 26 4 13 12.1 0.2 0.9 1 2 2.06 2.06 47.2 47.2
BH2 0 998 14.9 14 298 280 8.2 7.2 10 10.8 4 1 1.61 - 26.1 26.1
BH3 0 998 0.5 0.5 10 10 7.1 7.1 2.9 2.9 0 0 2.39 - 158.8 158.8
WS501 0 995 0 0 0 0 1.4 1.4 19.4 19.4 0 0 2.37 3.79 0.3 0.3
WS502 -3.1 995 0.1 0.1 2 2 0.6 0.5 9.4 9.4 0 0 2.47 3.97 1.3 1.3
WS503 0.1 998 0 0 0 0 2 2 16.5 16.5 0 0 3.3 4 0.3 0.3
WS507 0 995 0 0 0 0 0 0 20 20 0 0 1.1 3 8.1 8.1
WS513 0 995 0 0 0 0 1 1 19 19 0 0 2.8 3.89 5.4 5.4
WS514 0.1 995 0 0 0 0 0.3 0.3 19.4 19.4 3 0 1.72 3.71 10 10
WS515 0 995 0.1 0.1 2 2 1 1 19.8 19.8 0 0 2.15 4.1 6.8 6.8
WS517 0 995 0 0 0 0 3.3 3.3 17.3 17.3 0 0 2.7 4.05 6.4 6.4
AWS02 0.2 985 0 0 0 0 0.6 0.6 20.7 20.7 0 0 0.87 3.98 1.2 1.2
AWS03 0 985 0.1 0 2 0 1 1 20.1 20.1 0 0 1.47 3.9 0.1 0
AWS04 1.7 985 0 0 0 0 6.4 6.4 7.8 7.8 12 0 20.7 - 260 260
AWS06 0.1 985 1.4 1.4 28 28 6.8 6.8 10.6 20.2 5 0 2.76 - 96.8 96.8
AWS07 0.3 985 0 0 0 0 1.8 1.8 9.6 9.6 0 0 2.82 3.05 0.1 0.1
AWS08 0 985 0 0 0 0 4.3 4.3 18.8 18.8 0 0 Dry - 0.5 0.5
AWS11 0.1 984 0 0 0 0 2.5 0.4 16.5 20.2 0 0 1.11 3.04 2 0.5
SOILS GAS MONITORING ROUND 2
1309 Site Location:K&N Distribution Depot,
Draycott-in-the-clay10/10/2014 Logged By: AK
Water level (m bgl) PID (ppm)
Atm. Pressure: 995
Monitoring Point
Reference
Flow Range
(Litres / hr)
Methane Methane Carbon Dioxide Oxygen
CO/ H2S
Remarks: WS17 Soil blockage in gas tap.
% V\V% LEL ( Lower
Explosive Limit)% V\V % V\V
(mb)
Pressure
Range
Project
Number:Date:
Peak Steady Peak Steady Peak Steady Min Steady CO H2S Top Base Peak Steady
BH1 0 1013 0.4 0.1 8 2 9.2 2.3 7.5 17.6 0 2 2.06 - 4.6 4.6
BH2 0 1013 37.2 34.5 744 690 15.3 14.6 0.8 0.9 0 7 1.71 - 24.1 24.1
BH3 0 1013 3 3 60 60 5 5 0.3 0.3 0 0 2.39 - 108 108
WS501 0.1 1013 0 0 0 0 1.6 1.6 19.1 19.2 0 0 2.35 3.78 1.1 1.1
WS502 2.7 1011 0 0 0 0 3.5 3.5 2.5 2.5 0 0 2.49 3.93 0.2 0.2
WS503 0 1013 0 0 0 0 2.2 2.2 18.2 18.2 0 0 3.31 4 2.4 2.4
WS507 3 1011 0 0 0 0 0 0 17 17 0 0 1.4 3 0.7 0.7
WS513 0 1011 0 0 0 0 1.6 1.6 18.2 18.2 0 0 1.98 3.93 0.6 0.6
WS514 0 1011 0 0 0 0 0.1 0.1 20.2 20.3 0 0 1.66 3.72 0.3 0.3
WS515 0 1011 0 0 0 0 1.4 1.3 19.9 19.9 0 0 2.08 4.09 0.4 0.1
WS517 0 1011 0 0 0 0 4.2 3.9 7.3 7.3 0 0 0.55 4.05 0.7 0.7
AWS02 0.3 1011 0 0 0 0 1.5 1.5 19.2 19.2 0 0 0.89 3.99 0.8 0.8
AWS03 0 1011 0 0 0 0 1 1 19.8 19.8 0 0 1.52 3.89 0.5 0.5
AWS04 -0.1 1013 0.2 0.1 4 2 6.6 6.5 5.9 6 0 0 2.07 - 18.2 18.2
AWS06 0.1 1013 79.7 79.7 >100% >100% 9.3 9.3 0.4 0.4 140 1 2.81 - 131.8 131.8
AWS07 3.6 1011 0 0 0 0 1.6 1.6 11.3 11.3 0 0 2.8 3.05 0.3 0.3
AWS08 0 1013 0 0 0 0 4 4 18.6 18.6 0 0 Dry 3.05 2.1 2.1
AWS11 -1.1 1011 0 0 0 0 1.9 1.9 17.9 18 0 0 1.04 3.03 3.5 3.5
SOILS GAS MONITORING ROUND 3
1309 Site Location:K&N Distribution Depot,
Draycott-in-the-clay22/10/2014 Logged By: AK
Water level (m bgl) PID (ppm)
Atm. Pressure: 1011 to
1013 rising
Monitoring Point
Reference
Flow Range
(Litres / hr)
Methane Methane Carbon Dioxide Oxygen
CO/ H2S% V\V
Remarks: AWS11 had a loose gas bung.
(mb)
Pressure
Range% LEL ( Lower
Explosive Limit)% V\V % V\V
Project
Number:Date:
Peak Steady Peak Steady Peak Steady Min Steady CO H2S Top Base Peak Steady
BH1 0.1 982 1 0.2 20 4 11.7 2.5 2.1 17.3 0 3 2.06 - 4.5 3
BH2 0 982 43.9 43.9 >100% >100% 15.3 14.9 0.4 0.4 1 7 2.07 - 6.1 -
BH3 0 982 3.2 3.2 64 64 4.8 4.8 0.4 0.4 0 0 2.42 - 70.4 -
WS501 0 981 0 0 0 0 2.5 2.5 18.2 18.2 0 0 2.39 3.78 0.1 0
WS502 0 981 0 0 0 0 4.2 4.2 7.2 7.2 0 0 2.59 3.93 0.1 0
WS503 0 981 0 0 0 0 2.4 2.3 18.9 19 0 0 3.35 4 0.2 0.1
WS507 0 983 0 0 0 0 0.1 0 20.1 20.1 0 0 1.55 3 0.1 0
WS513 0 981 0 0 0 0 1 1 20.1 20.1 0 0 3.26 3.93 - -
WS514 0.1 981 0 0 0 0 0.5 0.5 20.8 20.8 0 0 1.79 3.72 0.1 0.1
WS515 0.1 981 0 0 0 0 0.9 0.8 21.1 21.1 0 0 2.18 4.09 0 0
WS517 0 980 0 0 0 0 4.1 4.1 10.1 10.2 0 0 2.14 4.05 0.1 0
AWS02 -1.1 981 0 0 0 0 1.7 1.6 18.8 19 0 0 0.94 3.99 0.5 0.4
AWS03 0 981 0 0 0 0 1.1 1.1 20.3 20.4 0 0 1.45 3.89 0.2 0.2
AWS04 -0.1 982 0 0 0 0 7 7 4.6 4.6 0 0 2.1 - 14.1 -
AWS06 0.1 982 99 99 - - 9.4 9.4 0.2 0.2 216 0 2.83 - 98.7 98.7
AWS07 -0.7 981 0 0 0 0 1.7 1.7 12.9 12.9 0 0 2.98 3.05 0.1 0.1
AWS08 0 981 0 0 0 0 4.9 4.9 18 18 0 0 Dry 3.05 0.5 0.5
AWS11 0 981 0 0 0 0 6.8 6.8 12.5 12.6 0 0 1.04 3.03 1.4 1.4
SOILS GAS MONITORING ROUND 4
1309 Site Location:K&N Distribution Depot,
Draycott-in-the-clay04/11/2014 Logged By: AK
Atm. Pressure: 982 to 981
falling
Monitoring Point
Reference
Flow Range
(Litres / hr)
Methane Methane Carbon Dioxide Oxygen
CO/ H2S% V\V
Remarks:
(mb)
Pressure
Range
% V\V% V\V% LEL ( Lower
Explosive Limit)
Water level (m bgl) PID (ppm)
Project
Number:Date:
Peak Steady Peak Steady Peak Steady Min Steady CO H2S Top Base Peak Steady
BH1 0 988 0.3 0 6 0 11.6 1.9 4.5 18.8 0 0 2.01 - 7.2 6.4
BH2 0 988 40.3 40.3 >100% >100% 11.6 11.3 0.1 0.1 19 0 1.31 - 17.5 17.5
BH3 0 988 2.5 2.5 50 50 3.3 3.3 3.7 3.7 3.4 0 2.28 - 66.9 66.9
WS501 0 988 0 0 0 0 2.5 2.5 19.2 19.2 0 0 2.15 - 0.7 0.7
WS502 0 988 0 0 0 0 4.1 4.1 6.4 6.4 0 0 2.26 - 0.7 0.7
WS503 0 988 0 0 0 0 2.2 2.2 19.2 19.4 0 0 3.12 - 0.9 0.9
WS507 0.6 988 0 0 0 0 0 0 19.5 19.5 0 0 1.52 - 0.9 0.9
WS513 0 988 0 0 0 0 1.3 1.3 19.7 19.8 0 0 2.87 - 1.8 1.8
WS514 5 988 0 0 0 0 0.3 0.3 21.1 21.1 0 0 0.78 - 0.7 0.7
WS515 0 988 0 0 0 0 0.8 0.8 21.4 21.4 0 0 1.79 - 0.4 0.4
WS517 7.7 988 0 0 0 0 3.5 3.5 11.1 11.1 0 0 0.36 - 0.7 0.7
AWS02 7.7 988 0 0 0 0 1.2 1.2 19.1 19.1 0 0 0.81 - 1.9 1.9
AWS03 0 988 0 0 0 0 1 1 19.8 19.8 0 0 1.36 - 0.6 0.6
AWS04 0 988 0 0 0 0 5.1 5.1 5.1 5.1 0 0 1.97 - 11.9 11.9
AWS06 0 988 99 99 >100% >100% 9.4 9.4 0.2 0.2 66 0 2.67 - 139.8 -
AWS07 -0.1 988 0 0 0 0 1.5 1.5 13.6 13.6 0 0 2.61 - 0.7 0.7
AWS08 0 988 0 0 0 0 4.6 - 17.9 17.9 0 0 0.8 - 0.3 0.3
AWS11 0 988 0 0 0 0 5.9 5.9 15.3 15.3 0 0 0.88 - 0.3 0.3
Monitoring Point
Reference
Flow Range
(Litres / hr)
Methane Methane Carbon Dioxide Oxygen
CO/ H2S
SOILS GAS MONITORING ROUND 5
1309 Site Location:K&N Distribution Depot,
Draycott-in-the-clay10/11/2014 Logged By: JM
Remarks:
Water level (m bgl) PID (ppm)
Atm. Pressure: 988
steady
% LEL ( Lower
Explosive Limit)% V\V % V\V% V\V
Pressure
Range
(mb)
Project
Number:Date:
Peak Steady Peak Steady Peak Steady Min Steady CO H2S Top Base Peak Steady
BH1 0 -0.14 1.2 0.9 24 18 9.1 6.5 3.2 8.6 0 0 1.689 - 10.8
BH2 0 0 27.9 27.9 >100% >100% 9.2 9.2 0.5 0.5 49 3 1.35 - 25.8
BH3 0 0 0.8 0.8 16 16 2 2 13 13 35 0 2.005 - 91.7
WS501 -8.78 -0.1 0 0 0 0 2.8 2.8 18.1 18.1 0 0 2.12 - 0.5
WS502 0 0 0 0 0 0 3.9 3 10 10.4 0 0 2.3 - 0.6
WS503 0 -0.03 0 0 0 0 1.7 1.7 19.7 19.7 0 0 3 - 0.9
WS507 -8.59 0.3 0 0 0 0 0 0 18 18 0 0 1.54 - 0.7
WS513 0 -8.63 0 0 0 0 0.6 0.6 21.4 21.4 0 0 1.7 - 0.9
WS514 -0.1 -7.31 0 0 0 0 0.2 0.2 21.6 21.6 0 0 0.55 - 0.9
WS515 0 0.1 0.1 2 2 1.3 1.3 19.6 19.8 0 0 2.77 - 1.7
WS517 0 -4.42 0 0 0 0 3.9 3.9 19.4 19.4 0 0 0.42 - 0.4
AWS02 -2.9 -19.31 0 0 0 0 1 1 20 20 0 0 0.59 - 0.8
AWS03 1.8 3.8 0 0 0 0 1.7 1.7 19.6 19.6 0.1 0 1.1 - 1
AWS04 0 0 0 0 0 0 5.8 5.8 3.5 0 0 0 1.6 - 18.8
AWS06 0 0 99 99 >100% >100% 8.5 8.3 0.3 0.8 86 0 2.4 - 131.3
AWS07 -3.6 0 0.4 0.1 8 2 1.4 1.3 14.4 14.4 0 0 2.62 - 1.5
AWS08 0 -4.86 0.1 0.1 2 2 4.6 4.6 17.1 17.1 0 0 2.78 - 1.1
AWS11 -0.2 -0.97 0.1 0.1 2 2 4.3 1.9 18.9 20.3 0 0 0.93 - 1.2
Water level (m bgl) PID (ppm)% V\V
Atm. Pressure: 1004 to
1005
Monitoring Point
Reference
Flow Range
(Litres / hr)
Methane Methane Carbon Dioxide Oxygen
CO/ H2S% LEL ( Lower
Explosive Limit)% V\V % V\V
Pressure
Range
(mb)
SOILS GAS MONITORING ROUND 6
1309 Site Location:K&N Distribution Depot,
Draycott-in-the-clay01/12/2014 Logged By: JM
APPENDIX G
NOTES ON LIMITATIONS
LUSTRE CONSULTING, ENVIRONMENTAL AND GEOTECHNICAL CONSULTANCY SERVICES
NOTES ON LIMITATIONS
General
Lustre Consulting have completed the attached report for the use of the Client detailed on the front cover and those parties with whom a warranty agreement has been executed, or with whom an assignment has been agreed. Third parties should not use or rely upon the contents of the report unless written approval has been gained from Lustre Consulting; (due to legal requirements, a charge may be levied against such approval). Lustre Consulting accepts no responsibility or liability for: a) the consequences of this documentation being used for any purpose or project other than that for
which it was commissioned, and
b) this document to any third party with whom approval for use has not been agreed.
Phase I Environmental Risk Assessments, Desk Studies and Site Audits
The work completed and utilised to provide this report comprises a study of available documentation. The opinions and results presented in this report have been arrived at by utilising the finite amount of data available at the time of writing and are relevant only to the purpose for which the report was commissioned. The data which has been reviewed should not be considered exhaustive and has been accepted in good faith as providing true and representative information pertaining to site conditions. Should additional information become available which may affect the opinions expressed in this report, Lustre Consulting reserves the right to review this information and, if warranted, to modify the opinions presented in the report accordingly. It should be noted that the risks which are identified in this report are perceived risks based on the available information at the time of writing and that the actual risks associated can only be assessed following a physical investigation of the site.
Phase II Site Investigations
The intrusive investigation has been completed to provide information concerning the type and degree of contamination present along with ground and groundwater conditions which facilitates a reasonable risk assessment to be completed. The stated objectives of the ground investigation have been limited to assessing the proven risks which are associated with potential human targets, building materials, the environment (including adjacent land), and to surface and groundwater. The amount of exploratory work, chemical testing and monitoring completed as part of this project has potentially been restricted by the short timescale available, and the locations of exploratory holes undertaken have potentially been restricted to areas unoccupied by buildings(s) and buried services. A more comprehensive post demolition / decommission investigation may be required if the site is to be redeveloped. For these reasons any costs included in relation to site remediation must be considered as tentative only at this time. The exploratory holes investigate only a small volume of the ground in relation to the size of the site and therefore, can only provide a “snap shot” or general indication of ground conditions located on the site. The fact that the site has been investigated does not preclude the existence of localised “hotspots” of contamination where concentrations may be significantly higher than those actually encountered. The risk assessment and opinions provided in this report take into account currently available guidance values relating to acceptable contamination concentrates; no liability can be accepted for the retrospective effects of any future changes or amendments to these values.
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