10k Raster Mapping Published 2006 Source map scale - 1:10,000 The historical maps shown were produced from the Ordnance Survey`s 1:10,000 colour raster mapping. These maps are derived from Landplan which replaced the old 1:10,000 maps originally published in 1970. The data is highly detailed showing buildings, fences and field boundaries as well as all roads, tracks and paths. Road names are also included together with the relevant road number and classification. Boundary information depiction includes county, unitary authority, district, civil parish and constituency.
dummy Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 13 of 14 VectorMap Local Published 2018 Source map scale - 1:10,000 VectorMap Local (Raster) is Ordnance Survey's highest detailed 'backdrop' mapping product. These maps are produced from OS's VectorMap Local, a simple vector dataset at a nominal scale of 1:10,000, covering the whole of Great Britain, that has been designed for creating graphical mapping. OS VectorMap Local is derived from large-scale information surveyed at 1:1250 scale (covering major towns and cities),1:2500 scale (smaller towns, villages and developed rural areas), and 1:10 000 scale (mountain, moorland and river estuary areas).
Map Name(s) and Date(s)
Historical Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 14 of 14 LG/M4097/8140
APPENDIX C BGS Boreholes
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham
LG/M4097/8140
APPENDIX D Environmental Database Report
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham Envirocheck ® Report: Datasheet
Order Details: Order Number: 186115750_1_1 Customer Reference: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details: Site at Chippenham Wiltshire
Client Details: Mr R Griffiths Craddys 63 Macrae Road Eden Office Park Ham Green Bristol BS20 0DD
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Contents
Report Section Page Number
Summary -
Agency & Hydrological 1
Waste 15
Hazardous Substances -
Geological 17
Industrial Land Use 21
Sensitive Land Use -
Data Currency 29
Data Suppliers 35
Useful Contacts 36
Introduction
The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency/Natural Resources Wales and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client. In this datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.
Copyright Notice
© Landmark Information Group Limited 2018. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency/Natural Resources Wales and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report. © Environment Agency & United Kingdom Research and Innovation 2018. © Natural Resources Wales & United Kingdom Research and Innovation 2018.
Natural England Copyright Notice
Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.
Scottish Natural Heritage Copyright
Contains SNH information licensed under the Open Government Licence v3.0.
Ove Arup Copyright Notice
The Mining Instability data was obtained on licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The supplied Mining Instability data is derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.
Peter Brett Associates Copyright Notice
The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.
Radon Potential dataset Copyright Notice
Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
Natural Resources Wales Copyright Notice
Contains Natural Resources Wales information © Natural Resources Wales and Database Right. All rights Reserved. Contains Ordnance Survey Data. Ordnance Survey Licence number 100019741. Crown Copyright and Database Right. Contains Natural Resources Wales information © Natural Resources Wales and Database Right. All rights Reserved. Some features of this information are based on digital spatial data licensed from the Centre for Ecology & Hydrology © NERC (CEH). Defra, Met Office and DARD Rivers Agency © Crown copyright. © Cranfield University. © James Hutton Institute. Contains OS data © Crown copyright and database right 2018. Land & Property Services © Crown copyright and database right.
Report Version v53.0
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Agency & Hydrological
BGS Groundwater Flooding Susceptibility pg 1 Yes Yes n/a
Contaminated Land Register Entries and Notices
Discharge Consents pg 1 4 4 1
Prosecutions Relating to Controlled Waters n/a n/a n/a
Enforcement and Prohibition Notices
Integrated Pollution Controls
Integrated Pollution Prevention And Control
Local Authority Integrated Pollution Prevention And Control
Local Authority Pollution Prevention and Controls pg 4 4 2 2
Local Authority Pollution Prevention and Control Enforcements
Nearest Surface Water Feature pg 5 Yes
Pollution Incidents to Controlled Waters
Prosecutions Relating to Authorised Processes
Registered Radioactive Substances
River Quality
River Quality Biology Sampling Points
River Quality Chemistry Sampling Points
Substantiated Pollution Incident Register
Water Abstractions pg 5 (*5)
Water Industry Act Referrals
Groundwater Vulnerability pg 6 Yes n/a n/a n/a
Drift Deposits n/a n/a n/a
Bedrock Aquifer Designations pg 6 Yes n/a n/a n/a
Superficial Aquifer Designations n/a n/a n/a
Source Protection Zones pg 6 2 1
Extreme Flooding from Rivers or Sea without Defences pg 6 Yes n/a n/a
Flooding from Rivers or Sea without Defences pg 7 Yes n/a n/a
Areas Benefiting from Flood Defences n/a n/a
Flood Water Storage Areas n/a n/a
Flood Defences n/a n/a
OS Water Network Lines pg 7 5 12 51
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Waste
BGS Recorded Landfill Sites
Historical Landfill Sites pg 15 1 2
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries)
Licensed Waste Management Facilities (Locations) pg 15 1
Local Authority Landfill Coverage pg 15 2 n/a n/a n/a
Local Authority Recorded Landfill Sites pg 16 1 1
Potentially Infilled Land (Non-Water) pg 16 3
Potentially Infilled Land (Water) pg 16 3
Registered Landfill Sites
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites Hazardous Substances
Control of Major Accident Hazards Sites (COMAH)
Explosive Sites
Notification of Installations Handling Hazardous Substances (NIHHS)
Planning Hazardous Substance Consents
Planning Hazardous Substance Enforcements
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Geological
BGS 1:625,000 Solid Geology pg 17 Yes n/a n/a n/a
BGS Estimated Soil Chemistry pg 17 Yes Yes Yes Yes
BGS Recorded Mineral Sites pg 18 4
BGS Urban Soil Chemistry
BGS Urban Soil Chemistry Averages
CBSCB Compensation District n/a n/a n/a
Coal Mining Affected Areas n/a n/a n/a
Mining Instability n/a n/a n/a
Man-Made Mining Cavities
Natural Cavities
Non Coal Mining Areas of Great Britain n/a n/a
Potential for Collapsible Ground Stability Hazards pg 19 Yes n/a n/a
Potential for Compressible Ground Stability Hazards pg 19 Yes n/a n/a
Potential for Ground Dissolution Stability Hazards pg 19 Yes n/a n/a
Potential for Landslide Ground Stability Hazards pg 19 Yes n/a n/a
Potential for Running Sand Ground Stability Hazards pg 19 Yes Yes n/a n/a
Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 20 Yes n/a n/a
Radon Potential - Radon Affected Areas n/a n/a n/a
Radon Potential - Radon Protection Measures n/a n/a n/a Industrial Land Use
Contemporary Trade Directory Entries pg 21 11 14 31
Fuel Station Entries pg 25 1 1
Points of Interest - Commercial Services pg 25 3 6 4
Points of Interest - Education and Health
Points of Interest - Manufacturing and Production pg 27 2 4
Points of Interest - Public Infrastructure pg 27 1 6 3
Points of Interest - Recreational and Environmental pg 28 1
Gas Pipelines
Underground Electrical Cables
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Summary
Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Sensitive Land Use
Ancient Woodland
Areas of Adopted Green Belt
Areas of Unadopted Green Belt
Areas of Outstanding Natural Beauty
Environmentally Sensitive Areas
Forest Parks
Local Nature Reserves
Marine Nature Reserves
National Nature Reserves
National Parks
Nitrate Sensitive Areas
Nitrate Vulnerable Zones
Ramsar Sites
Sites of Special Scientific Interest
Special Areas of Conservation
Special Protection Areas
World Heritage Sites
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding to Occur at Surface A13NE 6 1 390034 (N) 172100 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding to Occur at Surface A13NW 24 1 390000 (NW) 172100 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13NE 53 1 390034 (N) 172150 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13NW 69 1 390000 (N) 172150 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding to Occur at Surface A13NW 85 1 389900 (W) 172050 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13NW 91 1 389950 (NW) 172150 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13NE 103 1 390034 (N) 172200 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 158 1 389850 (SW) 171950 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13NW 209 1 389800 (NW) 172150 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A13SW 248 1 389800 (SW) 171850 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A8NE 339 1 390034 (S) 171650 BGS Groundwater Flooding Susceptibility Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A8NE 439 1 390034 (S) 171550 BGS Groundwater Flooding Susceptibility Flooding Type: Limited Potential for Groundwater Flooding to Occur A12SE 485 1 389500 (W) 172041 Discharge Consents 1 Operator: Great Mills (Retail) Limited A13NW 12 2 389980 Property Type: Undefined Or Other (NW) 172070 Location: Bath Road, Chippenham, Wiltshire Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 011498 Permit Version: 1 Effective Date: 2nd September 1991 Issued Date: Not Supplied Revocation Date: 26th September 2000 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 1 Operator: Crest Homes (South West) Ltd A13NW 42 2 389980 Property Type: Undefined Or Other (NW) 172110 Location: Land To North & South Bath Road A4, Chippenham Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 011372 Permit Version: 1 Effective Date: 1st September 1989 Issued Date: Not Supplied Revocation Date: 25th November 1999 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: New Consent, by Application (Water Resources Act 1991, Section 88) Positional Accuracy: Located by supplier to within 100m Discharge Consents 1 Operator: Great Mills (Retail) Limited A13NW 43 2 389950 Property Type: Undefined Or Other (NW) 172080 Location: Bath Road, Chippenham, Wiltshire Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 011498 Permit Version: 1 Effective Date: 2nd September 1991 Issued Date: Not Supplied Revocation Date: 26th September 2000 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 2 Operator: Crest Homes (South West) Ltd A13SW 246 2 389740 Property Type: Undefined Or Other (W) 172040 Location: Land To North & South Bath Road A4, Chippenham Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 011372 Permit Version: 1 Effective Date: 1st September 1989 Issued Date: Not Supplied Revocation Date: 25th November 1999 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: New Consent, by Application (Water Resources Act 1991, Section 88) Positional Accuracy: Located by supplier to within 100m Discharge Consents 3 Operator: Malthurst Limited A13NE 299 2 390350 Property Type: MAKING OF COKE + REFINED PETROLEUM PRODUCTS (NE) 172180 Location: Malthurst Pheasant (Bp), Bath Road, Chippenham, Wiltshire, Sn14 0rl Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 010447 Permit Version: 1 Effective Date: 1st April 1989 Issued Date: Not Supplied Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: New Consent, by Application (Water Resources Act 1991, Section 88) Positional Accuracy: Located by supplier to within 10m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Discharge Consents 3 Operator: Malthurst Limited A13NE 299 2 390350 Property Type: MAKING OF COKE + REFINED PETROLEUM PRODUCTS (NE) 172180 Location: Malthurst Pheasant (Bp), Bath Road, Chippenham, Wiltshire, Sn14 0rl Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 010447 Permit Version: 1 Effective Date: 1st April 1989 Issued Date: Not Supplied Revocation Date: Not Supplied Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: New Consent, by Application (Water Resources Act 1991, Section 88) Positional Accuracy: Located by supplier to within 10m Discharge Consents 4 Operator: Raymond Philip Puntis A14NW 404 2 390470 Property Type: DOMESTIC PROPERTY (SINGLE) (INCL FARM HOUSE) (E) 172060 Location: Taffswell Farm, Saltersford Lane, Chippenham, Wilts Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 012771 Permit Version: 1 Effective Date: 10th March 1995 Issued Date: 14th March 1995 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: New Consent, by Application (Water Resources Act 1991, Section 113 & Schedule 12) Positional Accuracy: Located by supplier to within 10m Discharge Consents 5 Operator: Herman Miller Ltd A14NW 438 2 390500 Property Type: REAL ESTATE ACTIVITIES/BUYING/SELLING/RENTING (E) 172130 Location: Littlefields Industrial Estate, Chippenham, Wiltshire Authority: Environment Agency, South West Region Catchment Area: Bristol Avon Upper Reach Reference: 021725 Permit Version: 1 Effective Date: 29th October 1993 Issued Date: 29th October 1993 Revocation Date: 6th June 2017 Discharge Type: Trade Effluent Discharge-Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook Status: Surrendered under EPR 2010 Positional Accuracy: Located by supplier to within 100m Discharge Consents 6 Operator: Mr Terry Adams A14NW 610 2 390670 Property Type: REAL ESTATE ACTIVITIES/BUYING/SELLING/RENTING (E) 172155 Location: Saltersford Lane Business Park, Saltersford Lane, Chippenham, Wiltshire, Sn14 0rn Authority: Environment Agency, South West Region Catchment Area: Tidal Bristol Avon Reference: 103715 Permit Version: 1 Effective Date: 26th June 2007 Issued Date: 26th June 2007 Revocation Date: 16th March 2010 Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Pudding Brook(S) Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Local Authority Pollution Prevention and Controls 7 Name: Timpson Supermarket Services A13NW 119 3 389866 Location: Bath Road, Chippenham, Sn14 0bj (W) 172048 Authority: Wiltshire Council, Environmental Health Department Permit Reference: WCN/EP111 Dated: Not Supplied Process Type: Local Authority Pollution Prevention and Control Description: PG6/46 Dry cleaning Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 8 Name: Sainsbury Filling Station A13NW 148 3 389932 Location: Bath Road, CHIPPENHAM, Wiltshire, SN14 0BJ (NW) 172205 Authority: Wiltshire Council, Environmental Health Department Permit Reference: WCN/EP15 Dated: 12th May 2000 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 8 Name: J Sainsbury plc A13NW 148 3 389932 Location: Bath road, CHIPPENHAM, Wiltshire, SN14 0BJ (NW) 172205 Authority: Wiltshire Council, Environmental Health Department Permit Reference: PF1 Dated: 20th March 1997 Process Type: Local Authority Air Pollution Control Description: PG1/14 Petrol filling station Status: Authorisation revoked Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 9 Name: Hatts Travel A13SE 229 3 390296 Location: Easton Lane, Chippenham, SN14 0RN (E) 172026 Authority: Wiltshire Council, Environmental Health Department Permit Reference: WCW/EP121 Dated: Not Supplied Process Type: Local Authority Pollution Prevention and Control Description: PG1/1Waste oil burners, less than 0.4MW net rated thermal input Status: Permitted Positional Accuracy: Manually positioned to the road within the address or location Local Authority Pollution Prevention and Controls 10 Name: Pheasant Auto Centre A13NE 274 3 390320 Location: Bath Road, CHIPPENHAM, Wiltshire, SN14 0RL (NE) 172190 Authority: Wiltshire Council, Environmental Health Department Permit Reference: WCN/EP29 Dated: 22nd March 2000 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 10 Name: Bath Road Service StationTotal Uk Ltd A13NE 302 3 390349 Location: Bath Road, CHIPPENHAM, Wiltshire, SN15 2AR (NE) 172193 Authority: Wiltshire Council, Environmental Health Department Permit Reference: WCN/EP24 Dated: 22nd November 1999 Process Type: Local Authority Pollution Prevention and Control Description: PG1/14 Petrol filling station Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 11 Name: Hanson Aggregates A19SE 848 3 390754 Location: Unit 5 Bath Road Industrial Estate, CHIPPENHAM, Wiltshire, SN14 0AB (NE) 172588 Authority: Wiltshire Council, Environmental Health Department Permit Reference: WCN/EP42 Dated: 1st September 2000 Process Type: Local Authority Pollution Prevention and Control Description: PG3/1Blending, packing, loading and use of bulk cement Status: Permitted Positional Accuracy: Manually positioned within the geographical locality
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Local Authority Pollution Prevention and Controls 11 Name: Regent Lock Co Ltd A19SE 876 3 390762 Location: Bath Road Industrial Estate, CHIPPENHAM, Wiltshire, SN14 0AB (NE) 172624 Authority: Wiltshire Council, Environmental Health Department Permit Reference: EP/40 Dated: 8th February 1993 Process Type: Local Authority Air Pollution Control Description: PG2/7 Zinc and zinc alloy processes Status: Authorisation revoked Positional Accuracy: Manually positioned within the geographical locality Nearest Surface Water Feature A13NW 23 - 390007 (N) 172109 Water Abstractions Operator: Mr Pb Glen A10SW 1356 2 391180 Licence Number: 17/53/001/G/465 (SE) 171220 Permit Version: 101 Location: New Borehole At Showell Nurseries Authority: Environment Agency, South West Region Abstraction: Horticulture And Nurseries: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Not Supplied Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 30th January 2003 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Messrs M & P Glen A10SW 1436 2 391140 Licence Number: 17/53/001/G/287 (SE) 171040 Permit Version: 101 Location: Showell Irrigation Well Authority: Environment Agency, South West Region Abstraction: Horticulture And Nurseries: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Not Supplied Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 30th January 2003 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: Wjg Glen & Sons Ltd A10SW 1447 2 391200 Licence Number: 17/53/001/G/287 (SE) 171095 Permit Version: 100 Location: Well Authority: Environment Agency, South West Region Abstraction: Horticulture And Nurseries: Spray Irrigation - Direct Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Well Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 24th March 1966 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Water Abstractions Operator: Wessex Water Services Ltd A20NE 1782 2 391700 Licence Number: 17/53/001/G/207 (NE) 172800 Permit Version: 101 Location: Ivyfields Boreholes Authority: Environment Agency, South West Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from any point within an area Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Ivyfields Boreholes, Chippenham Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 1st April 2011 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Wessex Water Services Ltd A20NE 1782 2 391700 Licence Number: 17/53/001/G/207 (NE) 172800 Permit Version: 100 Location: Ivyfields Boreholes Authority: Environment Agency, South West Region Abstraction: Public Water Supply: Potable Water Supply - Direct Abstraction Type: Water may be abstracted from any point within an area Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Ivyfields Boreholes, Chippenham Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 23rd October 1989 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Groundwater Vulnerability Soil Classification: Not classified A13SE 0 2 390034 Map Sheet: Sheet 37 Southern Cotswolds (NE) 172041 Scale: 1:100,000 Drift Deposits None Bedrock Aquifer Designations Aquifer Designation: Unproductive Strata A13SW 0 4 390000 (W) 172041 Bedrock Aquifer Designations Aquifer Designation: Unproductive Strata A13SE 0 4 390034 (NE) 172041 Superficial Aquifer Designations No Data Available Source Protection Zones 12 Name: Not Supplied A13SE 0 2 390034 Source: Environment Agency, Head Office (NE) 172041 Reference: Not Supplied Type: Zone II (Outer Protection Zone): Either 25% of the source area or a 400 day travel time whichever is greater. Source Protection Zones 13 Name: Not Supplied A13SE 0 2 390034 Source: Environment Agency, Head Office (NE) 172041 Reference: Not Supplied Type: Zone III (Total Catchment): The total area needed to support the discharge from the protected groundwater source. Source Protection Zones 14 Name: Not Supplied A18NE 874 2 390295 Source: Environment Agency, Head Office (N) 172939 Reference: Not Supplied Type: Zone IIc (Outer Protection Zone): Either 25% of the source area or a 400 day travel time whichever is greater - subsurface activity only. Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A13NW 8 2 390006 Flood Plain Type: Fluvial Models (NW) 172093 Boundary Accuracy: As Supplied
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A13NW 8 2 390006 Flood Plain Type: Fluvial Models (NW) 172093 Boundary Accuracy: As Supplied Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None OS Water Network Lines 15 Watercourse Form: Inland river A13NW 24 5 390007 Watercourse Length: 569.6 (N) 172111 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 16 Watercourse Form: Inland river A13NE 205 5 390249 Watercourse Length: 25.7 (NE) 172184 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 17 Watercourse Form: Inland river A13NE 205 5 390254 Watercourse Length: 515.0 (NE) 172175 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 18 Watercourse Form: Inland river A13SW 239 5 389748 Watercourse Length: 466.0 (W) 172023 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 19 Watercourse Form: Inland river A13SW 240 5 389746 Watercourse Length: 14.7 (W) 172039 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 20 Watercourse Form: Inland river A13SW 254 5 389732 Watercourse Length: 39.9 (W) 172043 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 21 Watercourse Form: Inland river A13SW 291 5 389695 Watercourse Length: 1.5 (W) 172027 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 7 of 36 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 22 Watercourse Form: Inland river A13SW 293 5 389694 Watercourse Length: 30.5 (W) 172026 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 23 Watercourse Form: Inland river A13SW 293 5 389694 Watercourse Length: 4.7 (W) 172026 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 24 Watercourse Form: Inland river A13SW 294 5 389692 Watercourse Length: 166.4 (W) 172031 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 25 Watercourse Form: Inland river A12SE 319 5 389670 Watercourse Length: 283.3 (W) 172008 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 26 Watercourse Form: Inland river A12NE 367 5 389645 Watercourse Length: 51.3 (W) 172190 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 27 Watercourse Form: Inland river A12NE 405 5 389624 Watercourse Length: 81.0 (NW) 172237 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 28 Watercourse Form: Inland river A8NE 429 5 390086 Watercourse Length: 185.4 (S) 171567 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 29 Watercourse Form: Inland river A8NE 440 5 390070 Watercourse Length: 50.1 (S) 171554 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 30 Watercourse Form: Inland river A8NE 477 5 390041 Watercourse Length: 957.1 (S) 171513 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 8 of 36 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 31 Watercourse Form: Inland river A12NE 486 5 389555 Watercourse Length: 185.5 (NW) 172279 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 32 Watercourse Form: Inland river A8NE 529 5 390249 Watercourse Length: 345.8 (S) 171500 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 33 Watercourse Form: Lake A8NE 538 5 390226 Watercourse Length: 12.3 (S) 171483 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 34 Watercourse Form: Inland river A18SE 615 5 390044 Watercourse Length: 948.9 (N) 172711 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 35 Watercourse Form: Inland river A14NW 623 5 390682 Watercourse Length: 84.2 (E) 172164 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 36 Watercourse Form: Inland river A18SW 627 5 389949 Watercourse Length: 31.5 (N) 172713 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 37 Watercourse Form: Lake A18SW 633 5 389918 Watercourse Length: 19.8 (N) 172713 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 38 Watercourse Form: Inland river A18SW 637 5 389898 Watercourse Length: 14.0 (N) 172712 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 39 Watercourse Form: Inland river A18SW 638 5 389884 Watercourse Length: 24.1 (N) 172710 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 9 of 36 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 40 Watercourse Form: Inland river A18SW 639 5 389860 Watercourse Length: 198.3 (N) 172705 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 41 Watercourse Form: Inland river A12SW 657 5 389344 Watercourse Length: 267.3 (W) 171900 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 42 Watercourse Form: Inland river A12SW 657 5 389344 Watercourse Length: 568.1 (W) 171900 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 43 Watercourse Form: Inland river A14NE 703 5 390764 Watercourse Length: 91.4 (E) 172147 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 44 Watercourse Form: Inland river A9NW 726 5 390505 Watercourse Length: 75.3 (SE) 171416 Watercourse Level: Not Supplied Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 45 Watercourse Form: Inland river A14NE 756 5 390809 Watercourse Length: 4.6 (E) 172220 Watercourse Level: Underground Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 46 Watercourse Form: Inland river A14NE 760 5 390812 Watercourse Length: 111.3 (E) 172223 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 47 Watercourse Form: Inland river A17NE 765 5 389678 Watercourse Length: 5.3 (NW) 172768 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 48 Watercourse Form: Inland river A9NW 770 5 390580 Watercourse Length: 154.8 (SE) 171421 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 10 of 36 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 49 Watercourse Form: Inland river A17NE 770 5 389674 Watercourse Length: 6.3 (NW) 172771 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 50 Watercourse Form: Inland river A19SE 772 5 390717 Watercourse Length: 37.9 (NE) 172506 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 51 Watercourse Form: Inland river A9NW 773 5 390694 Watercourse Length: 1294.0 (SE) 171542 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 52 Watercourse Form: Lake A17NE 773 5 389646 Watercourse Length: 80.1 (NW) 172760 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 2 OS Water Network Lines 53 Watercourse Form: Inland river A9NW 775 5 390687 Watercourse Length: 17.0 (SE) 171530 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 54 Watercourse Form: Inland river A17NE 775 5 389669 Watercourse Length: 1.8 (NW) 172774 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 55 Watercourse Form: Inland river A17NE 776 5 389647 Watercourse Length: 6.0 (NW) 172765 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 2 OS Water Network Lines 56 Watercourse Form: Lake A17NE 777 5 389667 Watercourse Length: 21.4 (NW) 172775 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 57 Watercourse Form: Lake A17NE 782 5 389647 Watercourse Length: 7.1 (NW) 172771 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 2
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 11 of 36 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 58 Watercourse Form: Inland river A17NE 784 5 389554 Watercourse Length: 275.5 (NW) 172718 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 59 Watercourse Form: Lake A17NE 788 5 389647 Watercourse Length: 42.6 (NW) 172778 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 60 Watercourse Form: Inland river A17NE 796 5 389602 Watercourse Length: 9.5 (NW) 172763 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 61 Watercourse Form: Inland river A17NE 797 5 389600 Watercourse Length: 5.2 (NW) 172762 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 62 Watercourse Form: Inland river A17NE 801 5 389595 Watercourse Length: 29.5 (NW) 172764 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 63 Watercourse Form: Inland river A17NE 807 5 389575 Watercourse Length: 9.0 (NW) 172760 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 2 OS Water Network Lines 64 Watercourse Form: Inland river A17NE 813 5 389566 Watercourse Length: 13.8 (NW) 172761 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 65 Watercourse Form: Inland river A17NE 822 5 389571 Watercourse Length: 96.8 (NW) 172774 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 66 Watercourse Form: Inland river A14NE 837 5 390892 Watercourse Length: 149.0 (E) 172211 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1
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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 67 Watercourse Form: Inland river A14NE 840 5 390879 Watercourse Length: 318.1 (E) 172296 Watercourse Level: On ground surface Permanent: True Watercourse Name: Ladyfield Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 68 Watercourse Form: Inland river A14NE 854 5 390901 Watercourse Length: 2.3 (E) 172258 Watercourse Level: On ground surface Permanent: True Watercourse Name: Ladyfield Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 69 Watercourse Form: Inland river A14NE 855 5 390903 Watercourse Length: 423.7 (E) 172256 Watercourse Level: On ground surface Permanent: True Watercourse Name: Pudding Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 70 Watercourse Form: Inland river A12SW 889 5 389119 Watercourse Length: 190.4 (W) 171845 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 71 Watercourse Form: Inland river A12SW 889 5 389119 Watercourse Length: 3.3 (W) 171845 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 72 Watercourse Form: Inland river A12SW 890 5 389117 Watercourse Length: 161.6 (W) 171847 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 73 Watercourse Form: Inland river A17SW 933 5 389279 Watercourse Length: 153.7 (NW) 172669 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 74 Watercourse Form: Inland river A17SW 937 5 389273 Watercourse Length: 7.7 (NW) 172669 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 75 Watercourse Form: Inland river A17SW 944 5 389265 Watercourse Length: 229.6 (NW) 172670 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 13 of 36 Agency & Hydrological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
OS Water Network Lines 76 Watercourse Form: Inland river A14NE 954 5 391017 Watercourse Length: 90.3 (E) 172108 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 77 Watercourse Form: Inland river A14NE 957 5 391019 Watercourse Length: 3.8 (E) 172140 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 78 Watercourse Form: Lake A17NW 975 5 389336 Watercourse Length: 9.8 (NW) 172789 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 79 Watercourse Form: Inland river A19SE 992 5 391004 Watercourse Length: 140.8 (E) 172409 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 80 Watercourse Form: Inland river A19SE 992 5 390959 Watercourse Length: 48.2 (NE) 172522 Watercourse Level: Underground Permanent: True Watercourse Name: Ladyfield Brook Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 81 Watercourse Form: Inland river A15NW 996 5 391062 Watercourse Length: 2.9 (E) 172070 Watercourse Level: Underground Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1 OS Water Network Lines 82 Watercourse Form: Inland river A15NW 998 5 391064 Watercourse Length: 417.7 (E) 172069 Watercourse Level: On ground surface Permanent: True Watercourse Name: Not Supplied Catchment Name: Avon Bristol Primacy: 1
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 14 of 36 Waste
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Historical Landfill Sites 83 Licence Holder: Not Supplied A13SE 208 2 390277 Location: Easton Lane, Chippenham, Wiltshire (E) 172003 Name: Old Brickworks Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD15471 First Input Date: 1st January 1945 Last Input Date: 1st January 1946 Specified Waste Deposited Waste included Industrial Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 3900/3451 BGS Ref: Not Supplied Other Ref: Not Supplied Historical Landfill Sites 84 Licence Holder: Not Supplied A19SW 662 2 390448 Location: Chippenham (NE) 172635 Name: Sports Ground, Hungerdown Lane Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD09709 First Input Date: 1st January 1939 Last Input Date: 1st January 1945 Specified Waste Deposited Waste included Commercial and Household Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 3900/3450 BGS Ref: Not Supplied Other Ref: G/19/154/18 Historical Landfill Sites 85 Licence Holder: Not Supplied A14NE 956 2 391019 Location: 9 Bruges Place, Monkton Park, Patterdown, Chippenham, Wiltshire (E) 172107 Name: Chippenham Rifle and Pistol Club Shooting Range Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD09649 First Input Date: 1st January 1979 Last Input Date: 1st January 1982 Specified Waste Deposited Waste included Inert Waste Type: EA Waste Ref: 0 Regis Ref: Not Supplied WRC Ref: 3900/3452 BGS Ref: Not Supplied Other Ref: NW/79.0032/WD Licensed Waste Management Facilities (Locations) 86 Licence Number: 86366 A19NE 957 2 390786 Location: Chippenham Depot, Bath Road Industrial Estate, Chippenham, Wiltshire, (NE) 172724 SN14 0AB Operator Name: Environment Agency- South West Region- North Wessex Area Operator Location: Not Supplied Authority: Environment Agency - Midlands Region, West Area Site Category: Special Waste Transfer Stations Licence Status: Revoked Issued: 10th October 2005 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: 2nd August 2010 Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Local Authority Landfill Coverage Name: Wiltshire County Council 0 7 390034 - Has supplied landfill data 172041 Local Authority Landfill Coverage Name: North Wiltshire District Council 0 6 390034 - Has no landfill data to supply 172041
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 15 of 36 Waste
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Local Authority Recorded Landfill Sites 87 Location: The Old Brickworks, Easton Lane, Chippenham A13SE 231 7 390300 Reference: 415 (E) 172000 Authority: Wiltshire County Council (now part of Wiltshire Council) Last Reported Closed Status: Types of Waste: Industrial Date of Closure: 31/12/1945 Positional Accuracy: Located by supplier to within 100m Boundary Quality: Not Applicable Local Authority Recorded Landfill Sites 88 Location: Sports Ground, Hungerdown Lane, Chippenham A19SW 736 7 390600 Reference: 414 (NE) 172600 Authority: Wiltshire County Council (now part of Wiltshire Council) Last Reported Unknown Status: Types of Waste: Household, Commercial, Selenium Contaminated Waste Date of Closure: Not Supplied Positional Accuracy: Unknown Boundary Quality: Not Applicable Potentially Infilled Land (Non-Water) 89 Bearing Ref: NE A19SW 684 - 390491 Use: Unknown Filled Ground (Pit, quarry etc) (NE) 172630 Date of Mapping: 1991 Potentially Infilled Land (Non-Water) 90 Bearing Ref: NE A19SE 814 - 390710 Use: Unknown Filled Ground (Pit, quarry etc) (NE) 172590 Date of Mapping: 1991 Potentially Infilled Land (Non-Water) 91 Bearing Ref: SE A9NE 931 - 390884 Use: Unknown Filled Ground (Pit, quarry etc) (SE) 171546 Date of Mapping: 1991 Potentially Infilled Land (Water) 92 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A19SE 781 - 390740 Date of Mapping: 1889 (NE) 172486 Potentially Infilled Land (Water) 93 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A19SE 929 - 390898 Date of Mapping: 1960 (NE) 172504 Potentially Infilled Land (Water) 94 Use: Unknown Filled Ground (Pond, marsh, river, stream, dock etc) A19SE 982 - 390920 Date of Mapping: 1938 (NE) 172576
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 16 of 36 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS 1:625,000 Solid Geology Description: Kellaways Formation And Oxford Clay Formation (Undifferentiated) A13SE 0 1 390034 (NE) 172041 BGS 1:625,000 Solid Geology Description: Great Oolite Group A13NE 0 1 390035 (N) 172067 BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 0 1 390034 Soil Sample Type: Sediment (NE) 172041 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NW 34 1 390009 Soil Sample Type: Sediment (N) 172118 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 120 - 180 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NE 66 1 390031 Soil Sample Type: Sediment (N) 172157 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 327 1 390000 Soil Sample Type: Sediment (S) 171662 Arsenic <15 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 742 1 390675 Soil Sample Type: Sediment (SE) 171569 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 30 - 45 mg/kg Concentration:
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 17 of 36 Geological
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SE 985 1 389000 Soil Sample Type: Sediment (W) 172041 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 15 - 30 mg/kg Concentration: BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A11SE 986 1 389000 Soil Sample Type: Sediment (W) 172009 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <100 mg/kg Nickel 30 - 45 mg/kg Concentration: BGS Recorded Mineral Sites 95 Site Name: Rowden Down Quarry A19SW 738 1 390478 Location: Lowden, Chippenham, Wiltshire (NE) 172707 Source: British Geological Survey, National Geoscience Information Service Reference: 56073 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Jurassic Geology: Cornbrash Formation Commodity: Limestone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 96 Site Name: Mynte Brick Yard A7NW 829 1 389312 Location: Corsham, Chippenham, Wiltshire (SW) 171543 Source: British Geological Survey, National Geoscience Information Service Reference: 56072 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Jurassic Geology: Kellaways Clay Member Commodity: Common Clay and Shale Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 97 Site Name: Rowden Brickyard A19SE 886 1 390770 Location: Chippenham, Wiltshire (NE) 172630 Source: British Geological Survey, National Geoscience Information Service Reference: 8361 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Jurassic Geology: Cornbrash Formation Commodity: Common Clay and Shale Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 98 Site Name: Holywell Farm Gravel Pit A9NE 991 1 390939 Location: Patterdown, Chippenham, Wiltshire (SE) 171523 Source: British Geological Survey, National Geoscience Information Service Reference: 56079 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Quaternary Geology: River Terrace Deposits, 1 Commodity: Sand and Gravel Positional Accuracy: Located by supplier to within 10m BGS Measured Urban Soil Chemistry No data available
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 18 of 36 Geological
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BGS Urban Soil Chemistry Averages No data available Coal Mining Affected Areas In an area that might not be affected by coal mining Non Coal Mining Areas of Great Britain No Hazard Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A13SE 0 1 390034 Source: British Geological Survey, National Geoscience Information Service (NE) 172041 Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A13SW 0 1 390000 Source: British Geological Survey, National Geoscience Information Service (W) 172041 Potential for Collapsible Ground Stability Hazards Hazard Potential: No Hazard A13NW 15 1 390014 Source: British Geological Survey, National Geoscience Information Service (N) 172102 Potential for Collapsible Ground Stability Hazards Hazard Potential: No Hazard A13NW 21 1 390000 Source: British Geological Survey, National Geoscience Information Service (NW) 172097 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 1 390000 Source: British Geological Survey, National Geoscience Information Service (W) 172041 Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SE 0 1 390034 Source: British Geological Survey, National Geoscience Information Service (NE) 172041 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A13NW 15 1 390014 Source: British Geological Survey, National Geoscience Information Service (N) 172102 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A13NW 21 1 390000 Source: British Geological Survey, National Geoscience Information Service (NW) 172097 Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A13SW 0 1 390000 Source: British Geological Survey, National Geoscience Information Service (W) 172041 Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A13SE 0 1 390034 Source: British Geological Survey, National Geoscience Information Service (NE) 172041 Potential for Ground Dissolution Stability Hazards Hazard Potential: Low A13NE 31 1 390038 Source: British Geological Survey, National Geoscience Information Service (N) 172125 Potential for Ground Dissolution Stability Hazards Hazard Potential: Very Low A13NW 49 1 390010 Source: British Geological Survey, National Geoscience Information Service (N) 172135 Potential for Ground Dissolution Stability Hazards Hazard Potential: Low A13NW 50 1 390000 Source: British Geological Survey, National Geoscience Information Service (N) 172129 Potential for Ground Dissolution Stability Hazards Hazard Potential: Very Low A13NW 53 1 389998 Source: British Geological Survey, National Geoscience Information Service (N) 172132 Potential for Ground Dissolution Stability Hazards Hazard Potential: Very Low A13SW 171 1 389845 Source: British Geological Survey, National Geoscience Information Service (SW) 171931 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SW 0 1 390000 Source: British Geological Survey, National Geoscience Information Service (W) 172041 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SE 0 1 390034 Source: British Geological Survey, National Geoscience Information Service (NE) 172041 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A13SW 0 1 390000 Source: British Geological Survey, National Geoscience Information Service (W) 172041
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 19 of 36 Geological
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Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A13SE 0 1 390034 Source: British Geological Survey, National Geoscience Information Service (NE) 172041 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A13NW 15 1 390014 Source: British Geological Survey, National Geoscience Information Service (N) 172102 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A13NW 21 1 390000 Source: British Geological Survey, National Geoscience Information Service (NW) 172097 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A13NW 49 1 390010 Source: British Geological Survey, National Geoscience Information Service (N) 172135 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A13NW 53 1 389998 Source: British Geological Survey, National Geoscience Information Service (N) 172132 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A13NW 54 1 389991 Source: British Geological Survey, National Geoscience Information Service (NW) 172130 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A13SW 0 1 390000 Source: British Geological Survey, National Geoscience Information Service (W) 172041 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A13SE 0 1 390034 Source: British Geological Survey, National Geoscience Information Service (NE) 172041 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13NW 49 1 390010 Source: British Geological Survey, National Geoscience Information Service (N) 172135 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13NW 53 1 389998 Source: British Geological Survey, National Geoscience Information Service (N) 172132 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13SW 171 1 389845 Source: British Geological Survey, National Geoscience Information Service (SW) 171931 Radon Potential - Radon Affected Areas Affected Area: The property is in a Lower probability radon area (less than 1% of homes are A13SW 0 1 390000 estimated to be at or above the Action Level). (W) 172041 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Affected Areas Affected Area: The property is in a Lower probability radon area (less than 1% of homes are A13SE 0 1 390034 estimated to be at or above the Action Level). (NE) 172041 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A13SW 0 1 390000 dwellings or extensions (W) 172041 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A13SE 0 1 390034 dwellings or extensions (NE) 172041 Source: British Geological Survey, National Geoscience Information Service
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 20 of 36 Industrial Land Use
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Contemporary Trade Directory Entries 99 Name: Capita A13NE 42 - 390107 Location: Methuen Park Bath Road, Chippenham, Wiltshire, SN14 0TW (E) 172062 Classification: Computer Manufacturers Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 99 Name: Vivista Ltd A13NE 42 - 390107 Location: Methuen Park, Chippenham, Wiltshire, SN14 0TW (E) 172062 Classification: Telecommunications Equipment & Systems Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 100 Name: Driver Support Network A13SW 99 - 390015 Location: Methuen Park, Chippenham, SN14 0GX (S) 171891 Classification: Car Body Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 101 Name: Blade Honda A13NW 100 - 390017 Location: Bath Road, Chippenham, Wiltshire, SN14 0UX (N) 172189 Classification: Car Dealers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 102 Name: Label Makers A13NE 117 - 390181 Location: Methuen Pk, Chippenham, Wiltshire, SN14 0GB (E) 172077 Classification: Printers Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 102 Name: Care Recovery A13NE 121 - 390182 Location: Methuen Pk, Chippenham, Wiltshire, SN14 0GX (NE) 172120 Classification: Breakdown and Recovery Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 102 Name: Drivers Support Network A13NE 124 - 390184 Location: Methuen Pk, Chippenham, Wiltshire, SN14 0GX (NE) 172122 Classification: Car Breakdown & Recovery Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 103 Name: Persil Service Ltd A13NW 120 - 389866 Location: Bath Road, Chippenham, Wiltshire, SN14 0BJ (W) 172048 Classification: Dry Cleaners Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 104 Name: M T Barnsley Ltd A13SE 151 - 390219 Location: Easton La, Chippenham, Wiltshire, SN14 0RW (E) 171990 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 104 Name: M T Barnsley Ltd A13SE 151 - 390219 Location: Easton La, Chippenham, Wiltshire, SN14 0RW (E) 171990 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 105 Name: Wincanton A13SW 183 - 389866 Location: Methuen Park, Chippenham, Wiltshire, SN14 0WT (SW) 171876 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 106 Name: Barnsley A13SE 254 - 390322 Location: Bell View, Easton Lane, Chippenham, Wiltshire, SN14 0RW (E) 172015 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Automatically positioned to the address
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 21 of 36 Industrial Land Use
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Contemporary Trade Directory Entries 107 Name: Esso A13NE 270 - 390317 Location: Bath Road, Chippenham, Wiltshire, SN14 0RL (NE) 172188 Classification: Petrol Filling Stations Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 108 Name: John Miller Corsham Ltd A13NE 319 - 390355 Location: Bath Road, Chippenham, Wiltshire, SN14 0RL (NE) 172224 Classification: Lawnmowers & Garden Machinery - Sales & Service Status: Active Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 108 Name: Pheasant Auto Centre A13NE 319 - 390358 Location: Pheasant Auto Centre, Bath Road, Chippenham, Wiltshire, SN14 0RL (NE) 172220 Classification: Petrol Filling Stations - 24 Hour Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 108 Name: Malthurst Pheasant A13NE 320 - 390358 Location: Bath Road, Chippenham, Wiltshire, SN14 0RL (NE) 172220 Classification: Petrol Filling Stations Status: Active Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 108 Name: Esso A13NE 327 - 390362 Location: Bath Road, Chippenham, Wiltshire, SN14 0RL (NE) 172229 Classification: Petrol Filling Stations Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 109 Name: Brunel Building Supplies A14NW 324 - 390389 Location: The Old Brickyard, Easton Lane, CHIPPENHAM, Wiltshire, SN14 0RW (E) 172060 Classification: Builders' Merchants Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 110 Name: Driver Support Club A14NW 339 - 390396 Location: Methuen Pk, Chippenham, Wiltshire, SN14 0GX (E) 172160 Classification: Breakdown and Recovery Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 111 Name: K R'S Cleaning A18SW 372 - 389861 Location: 6, Taunton Close, Chippenham, Wiltshire, SN14 0YF (NW) 172419 Classification: Commercial Cleaning Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 112 Name: Care Breakdown Recovery Ltd A14NW 391 - 390424 Location: Methuen Park, Chippenham, Wiltshire, SN14 0GX (NE) 172246 Classification: Breakdown and Recovery Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 112 Name: A R I A14NW 393 - 390440 Location: Methuen Park, Chippenham, Wiltshire, SN14 0GX (E) 172207 Classification: Commercial Vehicle Breakdown & Recovery Services Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 112 Name: M R G Chippenham A14NW 393 - 390440 Location: Methuen Park, Chippenham, Wiltshire, SN14 0GX (E) 172207 Classification: Car Dealers Status: Active Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 112 Name: Mon Motors Group A14NW 393 - 390440 Location: Methuen Park, Chippenham, Wiltshire, SN14 0GX (E) 172207 Classification: Garage Services Status: Active Positional Accuracy: Automatically positioned to the address
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 22 of 36 Industrial Land Use
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Contemporary Trade Directory Entries 113 Name: Malmesbury Trailers A12NE 440 - 389627 Location: 5, Doncaster Close, Chippenham, Wiltshire, SN14 0XT (NW) 172313 Classification: Trailers & Towing Equipment Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 114 Name: Technivelopments Co A19SW 505 - 390374 Location: 14, Wells Close, Chippenham, Wiltshire, SN14 0QD (NE) 172495 Classification: Timber Preservation Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 115 Name: Easyclean Cleaning A18SE 517 - 390112 Location: 1, Gloucester Close, Chippenham, Wiltshire, SN14 0NS (N) 172611 Classification: Cleaning Services - Commercial Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 116 Name: Herman Miller A14NW 519 - 390562 Location: Herman Miller Estate, Bath Road, Chippenham, SN14 0AT (E) 172238 Classification: Furniture Manufacturers - Home & Office Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 117 Name: Ceva Logistics Ltd A14NW 588 - 390610 Location: Littlefields Industrial Estate, Bath Road, Chippenham, Wiltshire, SN14 0AT (NE) 172313 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 118 Name: Blind Ambition A18SW 591 - 389837 Location: 2, Brighton Way, Chippenham, Wiltshire, SN14 0YR (N) 172647 Classification: Blinds, Awnings & Canopies Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 119 Name: Wessex Thermographic Surveyors A17SE 636 - 389603 Location: 11, Epsom Close, Chippenham, Wiltshire, SN14 0FB (NW) 172572 Classification: Testing, Inspection & Calibration Equipment Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 120 Name: Kkh Contract Cleaning A18NE 672 - 390221 Location: 153, Queens Crescent, Chippenham, Wiltshire, SN14 0NW (N) 172749 Classification: Commercial Cleaning Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 121 Name: Mobile Caravan Engineers Associates Ltd A18NW 681 - 389808 Location: 32, Drake Crescent, Chippenham, SN14 0XH (N) 172732 Classification: Caravans - Servicing & Repairs Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 122 Name: Hanson Aggregates A19SW 724 - 390692 Location: Bath Rd Ind Est,Bath Rd, Chippenham, Wiltshire, SN14 0AB (NE) 172456 Classification: Concrete & Mortar Ready Mixed Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 123 Name: Hire A Hand A18NW 728 - 389954 Location: 15, Coniston Road, Chippenham, SN14 0PX (N) 172816 Classification: Metal Products - Fabricated Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 124 Name: Visions Carpet & Upholstery Cleaning A18NW 738 - 389902 Location: 43, Oak Road, Chippenham, Wiltshire, SN14 0XJ (N) 172817 Classification: Carpet, Curtain & Upholstery Cleaners Status: Inactive Positional Accuracy: Automatically positioned to the address
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 23 of 36 Industrial Land Use
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Contemporary Trade Directory Entries 125 Name: Euracryl Uk Ltd A17SE 747 - 389609 Location: 11, Newmarket Close, Chippenham, Wiltshire, SN14 0FE (NW) 172710 Classification: Machine Tools - Manufacturers & Distributors Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 126 Name: Currys Pc World A19SE 766 - 390744 Location: Bath Road, Chippenham, Wiltshire, SN14 0AT (NE) 172448 Classification: Electrical Goods Sales, Manufacturers & Wholesalers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 127 Name: Sketchley Retail Ltd A19SE 831 - 390790 Location: Bath Rd, Chippenham, Wiltshire, SN14 0AB (NE) 172500 Classification: Dry Cleaners Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 128 Name: Bathwick Tyres Ltd A19SE 846 - 390764 Location: Bath Road Industrial Estate, Bath Road, Chippenham, SN14 0AB (NE) 172571 Classification: Tyre Dealers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 128 Name: Bathwick Tyres Ltd A19SE 846 - 390764 Location: Bath Road Industrial Estate, Bath Road, Chippenham, SN14 0AB (NE) 172571 Classification: Tyre Dealers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 128 Name: M T L Leasure A19SE 849 - 390768 Location: Bath Road Industrial Estate, Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172570 Classification: Marquee Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: Jewson A19SE 859 - 390710 Location: Bath Road Industrial Estate, Bath Road, Chippenham, SN14 0AB (NE) 172662 Classification: Builders' Merchants Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: Zapp Balustrades A19SE 887 - 390743 Location: Bath Road Industrial Estate, Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172666 Classification: Staircase, Balustrade & Handrail Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: Timab A19SE 887 - 390743 Location: Bath Rd Ind Est,Bath Rd, Chippenham, Wiltshire, SN14 0AB (NE) 172666 Classification: Mineral Merchants Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 129 Name: Praesidium Products A19SE 887 - 390743 Location: Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172666 Classification: Plastic Products - Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: Praesidium Products A19SE 887 - 390743 Location: Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172666 Classification: Plastics - Injection Moulding Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: Praesidium Products A19SE 887 - 390743 Location: Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172666 Classification: Plastics - Injection Moulding Status: Inactive Positional Accuracy: Automatically positioned to the address
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 24 of 36 Industrial Land Use
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Contemporary Trade Directory Entries 129 Name: Zapp Canopy Umbrellas Ltd A19SE 887 - 390743 Location: Bath Road Industrial Estate, Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172666 Classification: Blinds, Awnings & Canopies Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 130 Name: Fascia Graphics Ltd A19NE 918 - 390734 Location: Bath Road Industrial Estate, Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172722 Classification: Screen Process Printers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 130 Name: Regent Lock A19NE 918 - 390734 Location: Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172722 Classification: Lock Suppliers and Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 131 Name: Chiesi A19SE 921 - 390795 Location: Bath Road Industrial Estate, Bath Road, Chippenham, Wiltshire, SN14 0AB (NE) 172655 Classification: Laboratories Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 132 Name: M E Frost A18NE 938 - 390275 Location: 3, Fairfoot Close, Chippenham, Wiltshire, SN14 0PJ (N) 173011 Classification: Concrete Products Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 133 Name: Bycad Engineering Ltd A18NE 985 - 390312 Location: 15, Fairfoot Close, Chippenham, Wiltshire, SN14 0PJ (N) 173050 Classification: Laboratories Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 134 Name: Vans & Conversions A23SW 990 - 389914 Location: 82, Derriads Lane, Chippenham, Wiltshire, SN14 0QL (N) 173075 Classification: Commercial Vehicle Bodybuilders & Repairers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: Esso A19SE 1000 - 390937 Location: Bath Road, Chippenham, Wiltshire, SN15 2AR (NE) 172582 Classification: Petrol Filling Stations Status: Active Positional Accuracy: Manually positioned to the address or location Fuel Station Entries 136 Name: Sainsburys Chippenham A13NW 148 - 389929 Location: Bath Road , , Chippenham, Wiltshire, SN14 0BJ (NW) 172203 Brand: Sainsburys Premises Type: Hypermarket Status: Open Positional Accuracy: Manually positioned to the address or location Fuel Station Entries 137 Name: Mrh Pheasant A13NE 319 - 390358 Location: Bath Road , , Chippenham, Wiltshire, SN14 0RL (NE) 172220 Brand: Esso Premises Type: Petrol Station Status: Open Positional Accuracy: Automatically positioned to the address Points of Interest - Commercial Services 138 Name: Sainsburys Chippenham A13NW 132 8 389936 Location: Bath Road, Chippenham, SN14 0BJ (NW) 172189 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 25 of 36 Industrial Land Use
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Points of Interest - Commercial Services 138 Name: Car Wash A13NW 148 8 389929 Location: Bath Road, Chippenham, Wiltshire, SN14 0BJ (NW) 172203 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 139 Name: The Car Spa A13NE 241 8 390289 Location: Bath Road, Chippenham, SN14 0RL (NE) 172181 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 139 Name: Mrh Pheasant A13NE 303 8 390346 Location: Bath Road, Chippenham, SN14 0AE (NE) 172204 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 140 Name: Barnsley A13SE 254 8 390322 Location: Bell View, Easton Lane, Chippenham, SN14 0RW (E) 172015 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 140 Name: M T Barnsley Ltd A13SE 292 8 390360 Location: Easton Lane, Chippenham, SN14 0RW (E) 172023 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 141 Name: Car Wash A13NE 319 8 390358 Location: Bath Road, Chippenham, Wiltshire, SN14 0AE (NE) 172220 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 141 Name: Mon Motors Group A14NW 393 8 390440 Location: Methuen Park, Chippenham, SN14 0GX (E) 172206 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 141 Name: Motor Services Chippenham A14NW 393 8 390440 Location: Methuen Park, Chippenham, SN14 0GX (E) 172207 Category: Repair and Servicing Class Code: Vehicle Repair, Testing and Servicing Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 142 Name: Classic Soft Drinks A18NE 655 8 390192 Location: 149 Queens Crescent, Chippenham, SN14 0NW (N) 172739 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 142 Name: Classic Soft Drinks A18NE 655 8 390192 Location: 149 Queens Crescent, Chippenham, SN14 0NW (N) 172739 Category: Transport, Storage and Delivery Class Code: Distribution and Haulage Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 143 Name: Chippenham Car Cleaning & Valeting Services A18NE 862 8 390258 Location: 77 Queens Crescent, Chippenham, SN14 0NQ (N) 172936 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location Points of Interest - Commercial Services 144 Name: Rss Bath Road A19SE 978 8 390916 Location: Rowden Hill, Chippenham, SN15 2AR (NE) 172574 Category: Personal, Consumer and other Services Class Code: Vehicle Cleaning Services Positional Accuracy: Positioned to address or location
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Points of Interest - Manufacturing and Production 145 Name: Tank A13SE 278 8 390345 Location: SN14 (E) 172039 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 146 Name: Matty's Cattery A18SE 329 8 390129 Location: Highfield Cottage, Hungerdown Lane, Chippenham, SN14 0RP (N) 172419 Category: Farming Class Code: Livestock Farming Positional Accuracy: Positioned to address or location Points of Interest - Manufacturing and Production 147 Name: Tank A14NW 568 8 390620 Location: SN14 (E) 172209 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 148 Name: Bath Road Industrial Estate A19SE 910 8 390791 Location: SN14 (NE) 172642 Category: Industrial Features Class Code: Business Parks and Industrial Estates Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 148 Name: Tank A19SE 947 8 390830 Location: SN14 (NE) 172652 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Manufacturing and Production 148 Name: Tanks A19SE 999 8 390870 Location: SN14 (NE) 172686 Category: Industrial Features Class Code: Tanks (Generic) Positional Accuracy: Positioned to an adjacent address or location Points of Interest - Public Infrastructure 149 Name: Sainsbury's Chippenham A13NW 148 8 389929 Location: Bath Road, Chippenham, SN14 0BJ (NW) 172203 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 150 Name: Bath Road Garages Ltd A13NE 319 8 390357 Location: Pheasant Auto Centre, Bath Road, Chippenham, SN14 0RL (NE) 172220 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 150 Name: Malthurst Pheasant Auto Centre A13NE 319 8 390358 Location: Pheasant Auto Centre, Bath Road, Chippenham, SN14 0RL (NE) 172220 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 150 Name: MRH Pheasant A13NE 319 8 390358 Location: Bath Road, Chippenham, Wiltshire, SN14 0AE (NE) 172220 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 150 Name: Malthurst Pheasant A13NE 320 8 390358 Location: Bath Road, Chippenham, SN14 0RL (NE) 172220 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 150 Name: Malthurst Pheasant A13NE 320 8 390359 Location: Bath Road, Chippenham, SN14 0AE (NE) 172218 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 27 of 36 Industrial Land Use
Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site
Points of Interest - Public Infrastructure 151 Name: Apl Travel Ltd A14NW 324 8 390389 Location: The Old Brickyard, Easton Lane, Chippenham, SN14 0RW (E) 172060 Category: Public Transport, Stations and Infrastructure Class Code: Bus and Coach Stations, Depots and Companies Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 152 Name: Esso A19SE 996 8 390938 Location: Bath Road, Chippenham, SN14 0RL (NE) 172573 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 152 Name: Esso A19SE 1000 8 390937 Location: Bath Road, Chippenham, SN15 2AR (NE) 172582 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Public Infrastructure 152 Name: Rss Bath Road A19SE 1000 8 390937 Location: Rowden Hill, Chippenham, SN15 2AR (NE) 172583 Category: Road And Rail Class Code: Petrol and Fuel Stations Positional Accuracy: Positioned to address or location Points of Interest - Recreational and Environmental 153 Name: Play Area A18SE 339 8 390068 Location: Not Supplied (N) 172435 Category: Recreational Class Code: Playgrounds Positional Accuracy: Positioned to an adjacent address or location
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 28 of 36 Data Currency
Agency & Hydrological Version Update Cycle
Contaminated Land Register Entries and Notices West Wiltshire District Council (now part of Wiltshire Council) - Environmental Health June 2008 Not Applicable Department Wiltshire Council - Environmental Health Department March 2015 Annually North Wiltshire District Council (now part of Wiltshire Council) - Environmental Services May 2008 Not Applicable Discharge Consents Environment Agency - South West Region October 2018 Quarterly Enforcement and Prohibition Notices Environment Agency - South West Region March 2013 Annual Rolling Update Integrated Pollution Controls Environment Agency - South West Region October 2008 Variable Integrated Pollution Prevention And Control Environment Agency - South West Region October 2018 Quarterly Local Authority Integrated Pollution Prevention And Control West Wiltshire District Council (now part of Wiltshire Council) - Environmental Health July 2008 Not Applicable Department Wiltshire Council - Environmental Health Department July 2015 Variable North Wiltshire District Council (now part of Wiltshire Council) - Environmental Services September 2008 Not Applicable Local Authority Pollution Prevention and Controls West Wiltshire District Council (now part of Wiltshire Council) - Environmental Health July 2008 Not Applicable Department Wiltshire Council - Environmental Health Department July 2015 Annually North Wiltshire District Council (now part of Wiltshire Council) - Environmental Services September 2008 Not Applicable Local Authority Pollution Prevention and Control Enforcements West Wiltshire District Council (now part of Wiltshire Council) - Environmental Health July 2008 Not Applicable Department Wiltshire Council - Environmental Health Department July 2015 Variable North Wiltshire District Council (now part of Wiltshire Council) - Environmental Services September 2008 Not Applicable Nearest Surface Water Feature Ordnance Survey September 2017 Pollution Incidents to Controlled Waters Environment Agency - South West Region September 1999 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - South West Region March 2013 Annual Rolling Update Prosecutions Relating to Controlled Waters Environment Agency - South West Region March 2013 Annual Rolling Update Registered Radioactive Substances Environment Agency - South West Region January 2015 River Quality Environment Agency - Head Office November 2001 Not Applicable River Quality Biology Sampling Points Environment Agency - Head Office July 2012 Annually River Quality Chemistry Sampling Points Environment Agency - Head Office July 2012 Annually Substantiated Pollution Incident Register Environment Agency - South West Region - North Wessex Area October 2018 Quarterly Environment Agency - South West Region - Wessex Area October 2018 Quarterly Water Abstractions Environment Agency - South West Region October 2018 Quarterly Water Industry Act Referrals Environment Agency - South West Region October 2017 Quarterly Groundwater Vulnerability Environment Agency - Head Office April 2015 Not Applicable
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 29 of 36 Data Currency
Agency & Hydrological Version Update Cycle
Drift Deposits Environment Agency - Head Office January 1999 Not Applicable Bedrock Aquifer Designations Environment Agency - Head Office January 2018 Annually Superficial Aquifer Designations Environment Agency - Head Office January 2018 Annually Source Protection Zones Environment Agency - Head Office January 2018 Quarterly Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office August 2018 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office August 2018 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office August 2018 Quarterly Flood Water Storage Areas Environment Agency - Head Office August 2018 Quarterly Flood Defences Environment Agency - Head Office August 2018 Quarterly OS Water Network Lines Ordnance Survey October 2018 Quarterly Surface Water 1 in 30 year Flood Extent Environment Agency - Head Office October 2013 Annually Surface Water 1 in 100 year Flood Extent Environment Agency - Head Office October 2013 Annually Surface Water 1 in 1000 year Flood Extent Environment Agency - Head Office October 2013 Annually Surface Water Suitability Environment Agency - Head Office October 2013 Annually BGS Groundwater Flooding Susceptibility British Geological Survey - National Geoscience Information Service May 2013 Annually
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 30 of 36 Data Currency
Waste Version Update Cycle
BGS Recorded Landfill Sites British Geological Survey - National Geoscience Information Service June 1996 Not Applicable Historical Landfill Sites Environment Agency - Head Office July 2018 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - South West Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency - South West Region - North Wessex Area July 2018 Quarterly Environment Agency - South West Region - Wessex Area July 2018 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency - Midlands Region - West Area October 2018 Quarterly Environment Agency - South West Region - North Wessex Area October 2018 Quarterly Environment Agency - South West Region - Wessex Area October 2018 Quarterly Local Authority Landfill Coverage North Wiltshire District Council (now part of Wiltshire Council) - Environmental Services May 2000 Not Applicable West Wiltshire District Council (now part of Wiltshire Council) - Environmental Health May 2000 Not Applicable Department Wiltshire County Council (now part of Wiltshire Council) May 2000 Not Applicable Local Authority Recorded Landfill Sites North Wiltshire District Council (now part of Wiltshire Council) - Environmental Services May 2000 Not Applicable West Wiltshire District Council (now part of Wiltshire Council) - Environmental Health May 2000 Not Applicable Department Wiltshire County Council (now part of Wiltshire Council) May 2000 Not Applicable Potentially Infilled Land (Non-Water) Landmark Information Group Limited December 1999 Not Applicable Potentially Infilled Land (Water) Landmark Information Group Limited December 1999 Not Applicable Registered Landfill Sites Environment Agency - South West Region - North Wessex Area March 2003 Not Applicable Environment Agency - South West Region - Wessex Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency - South West Region - North Wessex Area March 2003 Not Applicable Environment Agency - South West Region - Wessex Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency - South West Region - North Wessex Area March 2003 Not Applicable Environment Agency - South West Region - Wessex Area March 2003 Not Applicable
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 31 of 36 Data Currency
Hazardous Substances Version Update Cycle
Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive April 2018 Bi-Annually Explosive Sites Health and Safety Executive March 2017 Variable Notification of Installations Handling Hazardous Substances (NIHHS) Health and Safety Executive November 2000 Not Applicable Planning Hazardous Substance Enforcements Wiltshire County Council (now part of Wiltshire Council) December 2008 Annual Rolling Update Wiltshire Council - Planning Department February 2016 Variable North Wiltshire District Council (now part of Wiltshire Council) June 2009 Not Applicable West Wiltshire District Council (now part of Wiltshire Council) September 2009 Not Applicable Planning Hazardous Substance Consents Wiltshire County Council (now part of Wiltshire Council) December 2008 Annual Rolling Update Wiltshire Council - Planning Department February 2016 Variable North Wiltshire District Council (now part of Wiltshire Council) June 2009 Not Applicable West Wiltshire District Council (now part of Wiltshire Council) September 2009 Not Applicable
Geological Version Update Cycle
BGS 1:625,000 Solid Geology British Geological Survey - National Geoscience Information Service January 2009 Not Applicable BGS Estimated Soil Chemistry British Geological Survey - National Geoscience Information Service October 2015 Annually BGS Recorded Mineral Sites British Geological Survey - National Geoscience Information Service November 2018 Bi-Annually CBSCB Compensation District Cheshire Brine Subsidence Compensation Board (CBSCB) August 2011 Not Applicable Coal Mining Affected Areas The Coal Authority - Property Searches March 2014 Annual Rolling Update Mining Instability Ove Arup & Partners October 2000 Not Applicable Non Coal Mining Areas of Great Britain British Geological Survey - National Geoscience Information Service May 2015 Not Applicable Potential for Collapsible Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Compressible Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Ground Dissolution Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Landslide Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Running Sand Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Potential for Shrinking or Swelling Clay Ground Stability Hazards British Geological Survey - National Geoscience Information Service June 2015 Annually Radon Potential - Radon Affected Areas British Geological Survey - National Geoscience Information Service July 2011 Annually Radon Potential - Radon Protection Measures British Geological Survey - National Geoscience Information Service July 2011 Annually
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 32 of 36 Data Currency
Industrial Land Use Version Update Cycle
Contemporary Trade Directory Entries Thomson Directories August 2018 Quarterly Fuel Station Entries Experian Catalist August 2018 Quarterly Gas Pipelines National Grid July 2014 Points of Interest - Commercial Services PointX September 2018 Quarterly Points of Interest - Education and Health PointX September 2018 Quarterly Points of Interest - Manufacturing and Production PointX September 2018 Quarterly Points of Interest - Public Infrastructure PointX September 2018 Quarterly Points of Interest - Recreational and Environmental PointX September 2018 Quarterly Underground Electrical Cables National Grid December 2015
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 33 of 36 Data Currency
Sensitive Land Use Version Update Cycle
Ancient Woodland Natural England August 2018 Bi-Annually Areas of Adopted Green Belt North Wiltshire District Council (now part of Wiltshire Council) August 2018 As notified West Wiltshire District Council (now part of Wiltshire Council) August 2018 As notified Wiltshire Council - Planning Department August 2018 As notified Areas of Unadopted Green Belt North Wiltshire District Council (now part of Wiltshire Council) August 2018 As notified West Wiltshire District Council (now part of Wiltshire Council) August 2018 As notified Wiltshire Council - Planning Department August 2018 As notified Areas of Outstanding Natural Beauty Natural England August 2018 Bi-Annually Environmentally Sensitive Areas Natural England January 2017 Forest Parks Forestry Commission April 1997 Not Applicable Local Nature Reserves Natural England August 2018 Bi-Annually Marine Nature Reserves Natural England January 2018 Bi-Annually National Nature Reserves Natural England August 2018 Bi-Annually National Parks Natural England April 2017 Bi-Annually Nitrate Vulnerable Zones Environment Agency - Head Office December 2017 Bi-Annually Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) October 2015 Ramsar Sites Natural England August 2018 Bi-Annually Sites of Special Scientific Interest Natural England October 2018 Bi-Annually Special Areas of Conservation Natural England August 2018 Bi-Annually Special Protection Areas Natural England August 2018 Bi-Annually
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 34 of 36 Data Suppliers
A selection of organisations who provide data within this report
Data Supplier Data Supplier Logo
Ordnance Survey
Environment Agency
Scottish Environment Protection Agency
The Coal Authority
British Geological Survey
Centre for Ecology and Hydrology
Natural Resources Wales
Scottish Natural Heritage
Natural England
Public Health England
Ove Arup
Peter Brett Associates
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 35 of 36 Useful Contacts
Contact Name and Address Contact Details
1 British Geological Survey - Enquiry Service Telephone: 0115 936 3143 Fax: 0115 936 3276 British Geological Survey, Environmental Science Centre, Keyworth, Email: [email protected] Nottingham, Nottinghamshire, NG12 5GG Website: www.bgs.ac.uk
2 Environment Agency - National Customer Contact Telephone: 03708 506 506 Centre (NCCC) Email: [email protected] PO Box 544, Templeborough, Rotherham, S60 1BY
3 Wiltshire Council - Environmental Health Department Telephone: 01225 713000 Email: [email protected] County Hall, Bythesea Road, Trowbridge, Wiltshire, BA14 8JN Website: www.wiltshire.gov.uk
4 Environment Agency - Head Office Telephone: 01454 624400 Fax: 01454 624409 Rio House, Waterside Drive, Aztec West, Almondsbury, Bristol, Avon, BS32 4UD
5 Ordnance Survey Telephone: 03456 05 05 05 Email: [email protected] Adanac Drive, Southampton, Hampshire, SO16 0AS Website: www.ordnancesurvey.gov.uk
6 North Wiltshire District Council (now part of Wiltshire Telephone: 0300 456 0100 Council) - Environmental Services Website: www.wiltshire.gov.uk County Hall, Bythesea Road, Trowbridge, Wiltshire, BA14 8JN
7 Wiltshire County Council (now part of Wiltshire Telephone: 01225 713000 Council) Email: [email protected] Website: www.wiltshire.gov.uk County Hall, Bythesea Road, Trowbridge, Wiltshire, BA14 8JN
8 PointX Website: www.pointx.co.uk 7 Abbey Court, Eagle Way, Sowton, Exeter, Devon, EX2 7HY
9 Natural England Telephone: 0300 060 3900 Email: [email protected] County Hall, Spetchley Road, Worcester, WR5 2NP Website: www.naturalengland.org.uk
- Public Health England - Radon Survey, Centre for Telephone: 01235 822622 Radiation, Chemical and Environmental Hazards Fax: 01235 833891 Email: [email protected] Chilton, Didcot, Oxfordshire, OX11 0RQ Website: www.ukradon.org
- Landmark Information Group Limited Telephone: 0844 844 9952 Fax: 0844 844 9951 Imperium, Imperial Way, Reading, Berkshire, RG2 0TD Email: [email protected] Website: www.landmarkinfo.co.uk
Please note that the Environment Agency / Natural Resources Wales / SEPA have a charging policy in place for enquiries.
Order Number: 186115750_1_1 Date: 14-Nov-2018 rpr_ec_datasheet v53.0 A Landmark Information Group Service Page 36 of 36 Groundwater Vulnerability
Site Sensitivity Context Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 14-Nov-2018 Page 1 of 6 Bedrock Aquifer Designation
Site Sensitivity Context Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 14-Nov-2018 Page 2 of 6 Superficial Aquifer Designation
Site Sensitivity Context Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 14-Nov-2018 Page 3 of 6 Source Protection Zones
Site Sensitivity Context Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 14-Nov-2018 Page 4 of 6 Sensitive Land Uses
Site Sensitivity Context Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 14-Nov-2018 Page 5 of 6 BGS Flood GFS Data
Site Sensitivity Context Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v15.0 14-Nov-2018 Page 6 of 6 Estimated Soil Chemistry Arsenic - Slice A
Order Details Order Details: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 1 of 5 Estimated Soil Chemistry Cadmium - Slice A
Order Details Order Details: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 2 of 5 Estimated Soil Chemistry Chromium - Slice A
Order Details Order Details: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 3 of 5 Estimated Soil Chemistry Lead - Slice A
Order Details Order Details: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 4 of 5 Estimated Soil Chemistry Nickel - Slice A
Order Details Order Details: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 5 of 5 Site Sensitivity Map - Segment A13
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Plot Buffer (m): 100 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 1 of 1 Site Sensitivity Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 1 of 6 Industrial Land Use Map
Industrial Land Use Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 2 of 6 Flood Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 3 of 6 For Borehole information please refer to the Borehole .csv file which accompanied this slice.
A copy of the BGS Borehole Ordering Form is available to download from the Support section of www.envirocheck.co.uk.
Borehole Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 4 of 6 OS Water Network Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 5 of 6 EA/NRW Suitability Map - Slice A
Order Details Order Number: 186115750_1_1 Customer Ref: 11485 National Grid Reference: 390030, 172040 Slice: A Site Area (Ha): 0.69 Search Buffer (m): 1000 Site Details Site at, Chippenham, Wiltshire
Tel: 0844 844 9952 Fax: 0844 844 9951 Web: www.envirocheck.co.uk
A Landmark Information Group Service v50.0 14-Nov-2018 Page 6 of 6 LG/M4097/8140
APPENDIX E UXO Screening Map
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham UNEXPLODED BOMB RISK MAP
SITE LOCATION
Map Centre: 390034,172050
LEGEND
High: Areas indicated as having a bombing density of 50 bombs per 1000acre miltary industry UXO find or higher.
Moderate: Areas indicated as having a bombing density of 15 to 49 bombs transport dock Luftwaffe targets per 1000acre.
Low: Areas indicated as having 15 bombs per 1000acre or less. utilities other
How to use your Unexploded Bomb (UXB) risk map? If my site is in a low risk area, do I need to do anything? The map indicates the potential for Unexploded Bombs (UXB) to be present as a result of World If both the map and other research confirms that there is a low potential for UXO War Two (WWII) bombing. to be present on your site then, subject to your own comfort and risk tolerance, works can proceed with no special precautions. You can incorporate the map into your preliminary risk assessment* for potential Unexploded Ordnance (UXO) for a site. Using this map, you can make an informed decision as to whether A low risk really means that there is no greater probability of encountering UXO more in-depth detailed risk assessment* is necessary. than anywhere else in the UK.
What do I do if my site is in a moderate or high risk area? If you are unsure whether other sources of UXO may be present, you can ask for Generally, we recommend that a detailed UXO desk study and risk assessment is undertaken for one of our pre-desk study assessments (PDSA) sites in a moderate or high UXB risk area. If I have any questions, who do I contact? More often than not, this further detailed research will conclude that the potential for a significant UXO hazard to be present on your site is actually low. tel: +44 (0) 1993 886682
Never plan site work or undertake a risk assessment using these maps alone. More email: [email protected] detail is required, particularly where there may be a source of UXO from other military operations which are not reflected on these maps. web: www.zeticauxo.com
The information in this UXB risk map is derived from a number of sources and should be used in conjunction with the accompanying notes on our website: (https://zeticauxo.com/downloads-and-resources/risk-maps/)
Zetica cannot guarantee the accuracy or completeness of the information or data used and cannot accept any liability for any use of the maps. These maps can be used as part of a technical report or similar publication, subject to acknowledgment. The copyright remains with Zetica Ltd.
It is important to note that this map is not a UXO risk assessment and should not be reported as such when reproduced.
*Preliminary and detailed UXO risk assessments are advocated as good practice by industry guidance such as CIRIA C681 'Unexploded Ordnance (UXO), a guide for the construction industry'. LG/M4097/8140
APPENDIX F Exploratory Hole Logs
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS01 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 2 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results MADE GROUND: Asphalt hardstanding. 0.14 0.20 ES MADE GROUND: Greyish brown angular to subangular medium to coarse gravel of limestone, quartzite and granite with a slight hydrocarbon odour, 0.40 (possible diesel odour). Firm grey mottled orangish brown sandy CLAY.
0.60 ES 0.70 D
1.00 D 1
1.20 ES 1.20 S N=11 (2,2/2,2,3,4) 1.30 D
Becoming stiff from 1.6m bgl.
1.80 D
2.00 D 2 2.00 S N=14 (1,2/3,3,4,4)
2.20 D
2.50 Stiff dark grey mottled orangish brown sandy CLAY with pockets of yellow silty sandy.
2.90 D Containing possible sulphate crystals. 3.00 D 3 3.00 S N=14 (1,2/3,3,4,4)
3.30 D
3.60 - 4.00 U
4.00 D 4 4.00 S N=24 (2,3/4,6,6,8)
4.40 D
4.60 - 5.00 U
5.00 D 5.00 Continued on Next Sheet 5 Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Backfilled with arising upon completion. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS01 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 2 of 2 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results 5.00 S N=33 (3,5/5,8,9,11) End of Borehole at 5.00m
6
7
8
9
10
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Backfilled with arising upon completion. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS02 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results Grass over brown sandy clay TOPSOIL with 0.10 ES occasional rootlets.
0.30 ES 0.30 Firm brown slightly gravelly sandy CLAY. Gravel is 0.40 subangular to subrounded fine to coarse quartzite limestone, mudstone and coal. (POSSIBLE MADE GROUND) 0.60 D Firm orange brown mottled grey slightly gravelly sandy CLAY. Gravel us subangular to subrounded fine to medium mudstone Becoming stiff and grey mottled brown from 0.80m 0.90 ES bgl to 1.80m bgl. 1
1.20 S N=20 (2,3/3,6,6,5)
1.40 D
1.60 - 1.80 U
1.90 D 2.00 S N=15 (2,3/3,3,4,5) 2.00 Stiff dark grey mottled orange silty sandy CLAY with 2 occasional decay roots Silty sand band between 2.10m and 2.15m bgl.
Yellow sand pocket at 2.30m bgl
2.55 - 2.81 U
2.90 D 3.00 S N=15 (2,2/3,2,6,4) 3.00 Stiff blue grey silty sandy CLAY. 3
3.30 D
3.80 D
4.00 S N=20 (2,3/4,5,4,7) 4
4.20 D
4.80 D 4.80 End of Borehole at 4.80m 4.80 S 23 (8,6/23 for 120mm)
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Installations to 5.0m bgl; 0.50m plain pipe, 4.0m slotted pipe Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS03 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results MADE GROUND: Asphalt hardstanding. 0.10 MADE GROUND: Greyish brown angular to subangular medium to coarse gravel of limestone and 0.30 ES granite with a slight hydrocarbon odour, (possible diesel odour) 0.40 Firm grey mottled orangish brown slightly sandy CLAY. 0.50 ES
1.00 1 Firm dark grey mottled orangish brown slightly 1.10 ES gravelly sandy CLAY. Gravel is subrounded fine to 1.20 S N=8 (1,1/1,2,2,3) medium mudstone.
1.40 D
1.60 - 2.00 U
2.00 S N=7 (1,1/1,2,2,2) 2
2.30 Stiff grey sility sandy CLAY. 2.40 D
2.60 - 3.00 U
3.00 D 3.00 End of Borehole at 3.00m 3 3.00 S 50 (5,10/50 for 155mm)
4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Backfilled with arising upon completion. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS04 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results Grass over dark brown sandy clay TOPSOIL with frequent rootlets. 0.20 ES 0.30 D 0.40 Firm orangish brown mottled grey silty sandy CLAY. 0.50 ES
0.80 D
1
1.20 S 50 (25,/50 for 75mm) 1.20 White grey LIMESTONE 1.30 D 1.30 End of Borehole at 1.30m
2
3
4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Installations to 1.3m bgl; 0.50 plain pipe, 0.8m slotted pipe Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS05 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results Grass over dark brown sandy clay TOPSOIL with occasional rootlets.
0.30 Firm grey mottled orangish brown slightly sandy CLAY.
0.50 D
0.70 ES
1 1.10 D 1.20 S N=13 (1,2/2,2,4,5) Becoming stiffer and darker from 1.20m bgl
1.40 D
1.60 Stiff dark brown mottled grey sandy CLAY with pockets of yellow fine sand. Firm between 1.60m to 2.0m bgl
2.00 D 2 2.00 S N=9 (1,1/2,2,2,3)
2.30 D
2.50 Stiff dark grey silty sandy CLAY.
2.80 D
3.00 S N=17 (1,2/2,3,5,7) 3
3.30 D
4.00 D 4.00 End of Borehole at 4.00m 4 4.00 S 25 (25 for 10mm/25 for 10mm)
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Installations to 4.0m bgl; 0.50m plain pipe, 3.5m slotted pipe Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS06 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results MADE GROUND: Asphalt hardstanding. 0.14 0.20 ES MADE GROUND: Greyish brown angular to subangular medium to coarse gravel of limestone, quartzite and granite with a slight hydrocarbon odour, (possible diesel odour). 0.44 0.50 ES MADE GROUND: White cobbles of subangular limestone in a sandy clayey matrix.
0.76 0.80 D Firm grey mottled brown sandy CLAY. Geo-textile membrane encountered at 0.76m bgl.
1
1.20 D 1.20 S N=9 (1,1/2,2,2,3)
1.50 D
1.90 D 2.00 S N=9 (1,1/2,2,2,3) 2 2.10 Stiff dark grey mottled brown sandy CLAY
2.30 D
2.90 D 3.00 S N=15 (1,2/3,4,4,4) 3 3.10 Stiff grey silty CLAY.
3.40 D
3.90 D
4.00 S N=20 (1,3/3,5,5,7) 4.00 End of Borehole at 4.00m 4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Backfilled with arising upon completion. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS07 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 27/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results MADE GROUND: Asphalt hardstanding. 0.07 MADE GROUND: Greyish brown angular to 0.20 ES subangular medium to coarse gravel of limestone, quartzite and granite with a slight hydrocarbon odour, 0.30 (possible diesel odour). MADE GROUND: White cobbles of subangular limestone in a sandy clayey matrix.
0.60 D
1.00 1 Firm brown mottle grey sandy CLAY. 1.10 ES 1.20 S N=9 (1,1/2,2,2,3)
1.40 D
1.90 D 1.90 D 2 2.00 S N=6 (1,2/2,1,2,1) 2.10 Soft brown sandy gravelly CLAY. Gravel is subangular to subrounded fine to coarse mudstone and limestone. 2.30 D 2.40 W
2.60 Firm grey brown silty sandy gravelly CLAY. Gravel is 2.70 D subangular to subrounded fine to coarse siltstone and limestone. Band and siltstone between 2.80m and 2.90m bgl
3.00 D 3.00 End of Borehole at 3.00m 3 3.00 S 15 (18,7/15 for 30mm)
4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater encountered at 2.40m bgl 4. Installations to 3.0m bgl; 1.0m plain pipe, 2.0m slotted pipe. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS08 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 28/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results 0.02 MADE GROUND: Block paving. 0.10 MADE GROUND: Fine sand. 0.15 ES 0.18 MADE GROUND: Reddish brown angular to subangular medium to coarse gravel of limestone, quartzite and granite. 0.40 D MADE GROUND: Firm brown mottled grey sandy clay.
0.68 0.70 ES MADE GROUND: Firm brown mottled grey slightly gravelly sandy clay. Gravel is subangular fine to medium limestone.
1.00 1 MADE GROUND: White cobbles of subangular 1.10 D limestone in a sandy clayey matrix. 1.20 D 1.20 Firm cream very gravelly CLAY. Gravel is subangular 1.20 S 50 (9,10/50 for fine to coarse limestone. 155mm) 1.30 D 1.50 S N=45 1.50 Stiff cream mottled grey slightly gravelly CLAY. Gravel (15,11/10,15,10,10) is angular fine to medium of weakly cemented siltstone.
1.80 D
2.00 D 2.00 End of Borehole at 2.00m 2 2.00 S 50 (10,12/50 for 150mm)
3
4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Backfilled with arising upon completion. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS09 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 28/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results 0.04 MADE GROUND: Block paving. 0.10 MADE GROUND: Fine sand. 0.20 MADE GROUND: Reddish brown angular to subangular medium to coarse gravel of limestone, 0.30 ES quartzite and granite. MADE GROUND: Firm dark grey brown slight gravelly slightly sandy CLAY. Gravel is angular to subangular fine to coarse tile, limestone cobbles and asphalt 0.60 ES fragments. No gravel present between 0.50m and 1.30m bgl
0.90 D 1
1.20 S N=9 (1,2/2,2,2,3) Asphalt fragment with tar odour at 1.20m bgl 1.30 ES 1.30 Firm brown mottled grey sandy CLAY.
1.50 D
1.80 D
Smashed limestone fragments between 1.90m and 2.00 S N=9 (3,2/1,2,2,4) 2.20m bgl. 2
2.30 Firm becoming stiff with depth cream brown gravelly 2.40 D silty sandy CLAY. Gravel is subangular fine to coarse siltstone.
Bands of silt between 2.70m and 2.80m bgl. 2.80 D
3.00 D 3.00 End of Borehole at 3.00m 3 3.00 S 50 (2,3/50 for 190mm)
4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Installations to 3.0m bgl; 0.5m plain pipe, 2.5m slotted pipe. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS10 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 28/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results MADE GROUND: Asphalt hardstanding. 0.10 MADE GROUND: Greyish brown angular to subangular medium to coarse gravel of limestone, quartzite and granite.
0.40 S N=31 (4,4/4,6,8,13) 0.40 MADE GROUND: White cobbles of subangular limestone in a sandy clayey matrix.
0.80 Firm dark brownish grey sandy CLAY with low cobble with an organic odour. Cobbles are subangular medium limestone 1 Geo-textile membrane encountered at 0.8m bgl.
1.20 S N=8 (1,1/3,1,2,2) 1.20 Firm brown sandy slightly gravelly CLAY. Gravel is subrounded fine to coarse limestone
Soft and damp between 1.60m and 2.0m bgl.
2.00 S N=8 (1,1/3,1,2,2) 2
3.00 S N=16 (4,7/5,3,4,4) 3
3.30 Stiff grey sandy silty CLAY.
4.00 S N=26 (2,2/2,4,7,13) 4.00 End of Borehole at 4.00m 4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 0.4m bgl 3. Groundwater encountered at 2.30m bgl 4. Installations to 4.0m bgl; 1.0m plain pipe, 3.0m slotted pipe. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS11 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 28/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results MADE GROUND: Asphalt hardstanding.
0.18 MADE GROUND: Greyish brown angular to 0.30 ES subangular medium to coarse gravel of limestone, quartzite and granite with a slight hydrocarbon odour, (possibly diesel odour). 0.50 MADE GROUND: White cobbles of subangular 0.60 ES limestone in a sandy clayey matrix. 0.70 S N=12 (4,4/5,4,1,2) 0.70 Boulder of limestone at 0.60m bgl Soft brown sandy gravelly CLAY. Gravel is subangular 0.80 D fine to medium limestone. 0.90 D 1 Becoming firm between 1.0m and 1.1m bgl. 1.10 ES
1.20 D 1.20 End of Borehole at 1.20m 1.20 S 50 (7,10/50 for 255mm)
2
3
4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 0.70m bgl 3. Groundwater not encountered. 4. Backfilled with arising upon completion. Brownfield Solutions Limited Borehole No. Unit 5, Alfred Court, Saxon Business Park, WS12 Stoke Prior, Worcestershire, Borehole Log B60 4AD Sheet 1 of 1 Project No. Hole Type Project Name: METHUEN PARK Co-ords: M4097 WS Scale Location: CHIPPENHAM Level: 1:26 Logged By Client: ALDI STORES LTD Dates: 28/02/2019 LG
Water Sample and In Situ Testing Depth Level Well Legend Stratum Description Strikes (m) (m) Depth (m) Type Results MADE GROUND: Asphalt hardstanding. 0.11 MADE GROUND: Greyish brown angular to subangular medium to coarse gravel of limestone, 0.30 quartzite and granite. Firm brown sandy CLAY. 0.40 ES
Cobble of limestone hard to dig through at 0.60m bgl 0.80 D Decayed roots at 0.70m bgl.
1 1.10 D
1.20 S N=24 (1,1/1,4,6,13) 1.20 End of Borehole at 1.20m
2
3
4
5
Remarks 1. Location scanned with GPR, CAT and Genny prior to breaking ground. 2. Hand excavated inspection pit to 1.20m bgl 3. Groundwater not encountered. 4. Backfilled with arising upon completion. Name: Project Stability: Remarks: Client: Location: Water Strike ALDI STORES LTD CHIPPENHAM METHUEN PARK Depth 3. Backfilled with arising upon completion. 2. Groundwater not encountered. 1. Location scanned with GPR, CAT and Genny prior to breaking ground. Sides stable .0HVHSV=70kPa HSV D 3.50 HSV=70kPa 3.50 HSV D 3.10 3.10 HSV=64kPa HSV D 2.40 2.40 HSV=51kPa HSV D 1.80 1.80 HSV=46kPa HSV ES 1.10 HSV=37kPa 1.10 HSV ES 0.70 0.70 ES 0.20 Samples & In Situ Testing B60 4AD Stoke Prior, Worcestershire, Saxon Business Park, Unit 5, Alfred Court, Brownfield Solutions Limited Type Results Depth 4.00 3.20 1.60 0.90 0.40 0.01 (m) M4097 Project No. Level (m) Legend Trial Pit Log Level: Co-ords: (m): Dimensions material. strength with occasional pockets of organic fibreous Firm brown mottled orange sandy CLAY of medium (POSSIBLE MADE GROUND) quartzite and organic odour. strength. Gravel is subangular chert with occasional Soft to firm light brown sandy gravelly CLAY of low Brown sandy clay TOPSOIL with frequent rootlets. Wood chippens sandy pockets. occasional pockets of decay roots and light grey silty Stiff dark grey blue fissured CLAY of medium strength with material. strength with occasional pockets of organic fibreous Firm grey mottled brown slight sandy CLAY of medium Depth 4.00 Becoming stiff from 3.0m bgl No organic material noted from 2.0m bgl - Stratum Description End of Pit at 4.00m 0.40 2.30 Sheet 1 of 1 TrialPit No 26/02/2019 TP01 Logged Scale Date 1:20 LG 4 3 2 1 Name: Project Stability: Remarks: Client: Location: Water Strike ALDI STORES LTD CHIPPENHAM METHUEN PARK Depth at 1.0m bgl. 3. Backfilled with arising upon completion. 4. Soil infiltration test undertaken in base of the pit 1. Location scanned with GPR, CAT. and Genny prior to breaking ground. 2. Groundwater not encountered Sides stable .0D B 1.00 0.90 ES ES 0.50 0.30 Samples & In Situ Testing B60 4AD Stoke Prior, Worcestershire, Saxon Business Park, Unit 5, Alfred Court, Brownfield Solutions Limited Type Results Depth 1.00 0.50 0.40 0.10 (m) M4097 Project No. Level (m) Legend Trial Pit Log Level: Co-ords: (m): Dimensions in a sandy clayey matrix. MADE GROUND: White cobbles of subangular limestone and granite with a slight hydrocarbon odour. MADE GROUND: Grey angular fine to coarse limestone and granite with a slight hydrocarbon odour. MADE GROUND: Brown angular fine to coarse limestone rootlets Grass over brown sandy clay TOPSOIL with occasional Depth 1.00 - Stratum Description End of Pit at 1.00m 0.40 2.10 Sheet 1 of 1 TrialPit No 26/02/2019 TP02 Logged Scale Date 1:20 LG 4 3 2 1 Name: Project Stability: Remarks: Client: Location: Water Strike .0-08 ES 0.80 - 0.60 ALDI STORES LTD CHIPPENHAM METHUEN PARK Depth at 1.3m bgl. 3. Backfilled with arising upon completion. 4. Soil infiltration test undertaken in base of the pit 1. Location scanned with GPR, CAT. and Genny prior to breaking ground. 2. Groundwater not encountered Sides stable .0B 1.30 ES 0.70 ES 0.30 Samples & In Situ Testing B60 4AD Stoke Prior, Worcestershire, Saxon Business Park, Unit 5, Alfred Court, Brownfield Solutions Limited Type Results Depth 1.30 1.29 0.60 0.10 (m) M4097 Project No. Level (m) Legend Trial Pit Log Level: Co-ords: (m): Dimensions Grey LIMESTONE. POSSIBLE MADE GROUND Firm light greyish brown sandy desiccated clay. POSSIBLE MADE GROUND Firm grey mottled brown sandy clay. Gravel is subrounded fine to medium limestone. Vegetation over brown gravelly sandy clay TOPSOIL. Depth 1.30 0.80m bgl. Pocket of grey gravel of limestone and granite between 0.60 and - Stratum Description End of Pit at 1.30m 0.40 1.70 Sheet 1 of 1 TrialPit No 26/02/2019 TP03 Logged Scale Date 1:20 LG 4 3 2 1 Name: Project Stability: Remarks: Client: Location: Water Strike ALDI STORES LTD CHIPPENHAM METHUEN PARK Depth 3. Backfilled with arising upon completion. 2. Groundwater not encountered. 1. Location scanned with GPR, CAT and Genny prior to breaking ground. Sides stable .0HVHSV=63kPa HSV D HSV=65kPa 3.70 3.70 HSV D HSV=73kPa 3.40 3.40 HSV D 3.10 3.10 D 2.70 D 2.20 HSV=113kPa HSV D 1.70 B HSV=70kPa 1.70 HSV D 1.50 1.30 1.30 HSV=80kPa HSV ES 0.60 0.60 ES 0.20 Samples & In Situ Testing B60 4AD Stoke Prior, Worcestershire, Saxon Business Park, Unit 5, Alfred Court, Brownfield Solutions Limited Type Results Depth 3.70 3.00 1.60 0.30 (m) M4097 Project No. Level (m) Legend Trial Pit Log Level: Co-ords: (m): Dimensions Firm brown mottled grey sandy CLAY of high strength. Grass over dark brown sandy clay TOPSOIL with rootlets. Stiff dark grey sandy CLAY of medium strength. pockets of grey silty sand. Stiff grey mottled orange brown CLAY of high strengthwith Depth 3.70 Becoming grey mottled brown and medium strength from 1.0m bgl. Becoming firm to stiff from 3.70m bgl. Containing shell fragments from 3.60m bgl. Becoming very sandy and firm from 3.40m bgl pockets. Becoming blocky from 2.70m bgl and containing yellow silty sand Becoming stiff and contained decayed roots and sandy pockets. - Stratum Description End of Pit at 3.70m 0.40 1.90 Sheet 1 of 1 TrialPit No 26/02/2019 TP04 Logged Scale Date 1:20 LG 4 3 2 1 Name: Project Stability: Remarks: Client: Location: Water Strike ALDI STORES LTD CHIPPENHAM METHUEN PARK Depth 3. Backfilled with arising upon completion. 2. Groundwater encountered at 2.40m bgl 1. Location scanned with GPR, CAT and Genny prior to breaking ground. Sides stable .0D 2.80 W D 2.40 2.30 HSV=56kPa HSV D 1.80 1.80 HSV=41kPa HSV D 1.30 1.30 Samples & In Situ Testing B60 4AD Stoke Prior, Worcestershire, Saxon Business Park, Unit 5, Alfred Court, Brownfield Solutions Limited Type Results Depth 2.90 2.00 1.60 1.30 0.60 0.30 (m) M4097 Project No. Level (m) Legend Trial Pit Log Level: Co-ords: (m): Dimensions organic odour. Firm green grey sandy CLAY of medium strength with an in a sandy clayey matrix. MADE GROUND: White cobbles of subangular limestone and granite with a slight hydrocarbon odour. MADE GROUND: Grey angular fine to coarse limestone rootlets. Grass over brown sandy clay TOPSOIL with frequent subangular fine to coarse limestone. Soft light brown gravelly CLAY. Gravel is angular to medium strength. Gravel is subrounded mudstone. Firm brown mottled orange slightly gravelly sandy CLAY of Depth 2.90 Attempted hand vane at 2.3m bgl but failed due to gravel - Stratum Description End of Pit at 2.90m 0.40 1.90 Sheet 1 of 1 TrialPit No 28/02/2019 TP05 Logged Scale Date 1:20 LG 4 3 2 1 Name: Project Stability: Remarks: Client: Location: Water Strike ALDI STORES LTD CHIPPENHAM METHUEN PARK Depth 3. Backfilled with arising upon completion. 2. Groundwater not encountered. 1. Location scanned with GPR, CAT and Genny prior to breaking ground. Sides stable .0D HSV=52kPa 0.90 HSV D 0.50 0.50 Samples & In Situ Testing B60 4AD Stoke Prior, Worcestershire, Saxon Business Park, Unit 5, Alfred Court, Brownfield Solutions Limited Type Results Depth 0.90 0.80 0.01 (m) M4097 Project No. Level (m) Legend Trial Pit Log Level: Co-ords: (m): Dimensions Grey LIMESTONE. Firm brown mottled grey sandy CLAY of medium strength. MADE GROUND: Bark chippings Depth 0.90 - Stratum Description End of Pit at 0.90m 0.40 1.50 Sheet 1 of 1 TrialPit No 28/02/2019 TP06 Logged Scale Date 1:20 LG 4 3 2 1 LG/M4097/8140
APPENDIX G Chemical Testing Results
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham Loren Gakhal Brownfield Solutions Ltd i2 Analytical Ltd. William Smith House 7 Woodshots Meadow, 173 - 183 Witton Street Croxley Green Northwich Business Park, Cheshire Watford, CW9 5LP Herts, WD18 8YS
t: 01923 225404 f: 01923 237404 e: [email protected] e: [email protected]
Analytical Report Number : 19-31775
Replaces Analytical Report Number : 19-31775, issue no. 2
Project / Site name: Methenure Park, Chippenham Samples received on: 06/03/2019
Your job number: M4097 Samples instructed on: 07/03/2019
Your order number: LG-M4097-6324 Analysis completed by: 22/03/2019
Report Issue Number: 3 Report issued on: 22/03/2019
Samples Analysed: 8 soil samples - 3 water samples
Signed:
Rexona Rahman Head of Customer Services For & on behalf of i2 Analytical Ltd.
Standard Geotechnical, Asbestos and Chemical Testing Laboratory located at: ul. Pionierów 39, 41 -711 Ruda Śląska, Poland.
Accredited tests are defined within the report, opinions and interpretations expressed herein are outside the scope of accreditation.
Standard sample disposal times, unless otherwise agreed with the laboratory, are : soils - 4 weeks from reporting leachates - 2 weeks from reporting waters - 2 weeks from reporting asbestos - 6 months from reporting Excel copies of reports are only valid when accompanied by this PDF certificate.
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 10 Analytical Report Number: 19-31775 Project / Site name: Methenure Park, Chippenham Your Order No: LG-M4097-6324
Lab Sample Number 1170857 1170858 1170859 1170860 1170861 Sample Reference WS09 WS01 WS09 WS10 TP01 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 1.30 0.60 0.60 0.90 0.20 Date Sampled 28/02/2019 27/02/2019 28/02/2019 28/02/2019 26/02/2019 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Stone Content % 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 Moisture Content % N/A NONE 18 17 17 18 20 Total mass of sample received kg 0.001 NONE 0.95 1.0 1.0 0.38 1.1
Asbestos in Soil Type N/A ISO 17025 Not-detected Not-detected Not-detected Not-detected Not-detected
General Inorganics pH - Automated pH Units N/A MCERTS 8.3 7.8 8.0 7.8 8.1 Total Cyanide mg/kg 1 MCERTS < 1 < 1 < 1 < 1 < 1 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 0.033 0.092 0.019 0.028 0.016 Organic Matter % 0.1 MCERTS 1.2 0.4 0.7 1.8 4.4 Total Organic Carbon (TOC) % 0.1 MCERTS 0.7 0.2 0.4 1.1 2.6
Total Phenols Total Phenols (monohydric) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0 < 1.0 < 1.0
Speciated PAHs Naphthalene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Acenaphthylene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Acenaphthene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Fluorene mg/kg 0.05 MCERTS 0.18 < 0.05 < 0.05 < 0.05 < 0.05 Phenanthrene mg/kg 0.05 MCERTS 1.1 < 0.05 < 0.05 0.24 < 0.05 Anthracene mg/kg 0.05 MCERTS 0.14 < 0.05 < 0.05 < 0.05 < 0.05 Fluoranthene mg/kg 0.05 MCERTS 0.79 < 0.05 < 0.05 0.28 < 0.05 Pyrene mg/kg 0.05 MCERTS 0.48 < 0.05 < 0.05 0.19 < 0.05 Benzo(a)anthracene mg/kg 0.05 MCERTS 0.24 < 0.05 < 0.05 < 0.05 < 0.05 Chrysene mg/kg 0.05 MCERTS 0.36 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(b)fluoranthene mg/kg 0.05 MCERTS 0.25 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(k)fluoranthene mg/kg 0.05 MCERTS 0.11 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(a)pyrene mg/kg 0.05 MCERTS 0.15 < 0.05 < 0.05 < 0.05 < 0.05 Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Dibenz(a,h)anthracene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 Benzo(ghi)perylene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 < 0.05 < 0.05
Total PAH Speciated Total EPA-16 PAHs mg/kg 0.8 MCERTS 3.81 < 0.80 < 0.80 < 0.80 < 0.80
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 10 Analytical Report Number: 19-31775 Project / Site name: Methenure Park, Chippenham Your Order No: LG-M4097-6324
Lab Sample Number 1170857 1170858 1170859 1170860 1170861 Sample Reference WS09 WS01 WS09 WS10 TP01 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 1.30 0.60 0.60 0.90 0.20 Date Sampled 28/02/2019 27/02/2019 28/02/2019 28/02/2019 26/02/2019 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Heavy Metals / Metalloids Arsenic (aqua regia extractable) mg/kg 1 MCERTS 9.0 11 12 28 12 Boron (water soluble) mg/kg 0.2 MCERTS 1.2 1.1 0.8 2.0 2.7 Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS < 0.2 < 0.2 < 0.2 < 0.2 0.3 Chromium (hexavalent) mg/kg 4 MCERTS < 4.0 < 4.0 < 4.0 < 4.0 < 4.0 Chromium (aqua regia extractable) mg/kg 1 MCERTS 24 31 27 35 28 Copper (aqua regia extractable) mg/kg 1 MCERTS 13 19 13 15 14 Lead (aqua regia extractable) mg/kg 1 MCERTS 11 15 12 20 25 Mercury (aqua regia extractable) mg/kg 0.3 MCERTS < 0.3 < 0.3 < 0.3 < 0.3 < 0.3 Nickel (aqua regia extractable) mg/kg 1 MCERTS 15 18 17 28 13 Selenium (aqua regia extractable) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Zinc (aqua regia extractable) mg/kg 1 MCERTS 46 70 53 51 65
Monoaromatics & Oxygenates Benzene ug/kg 1 MCERTS ----- Toluene µg/kg 1 MCERTS ----- Ethylbenzene µg/kg 1 MCERTS ----- p & m-xylene µg/kg 1 MCERTS ----- o-xylene µg/kg 1 MCERTS ----- MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS -----
Petroleum Hydrocarbons
TPH C10 - C40 mg/kg 10 MCERTS < 10 < 10 < 10 < 10 < 10
TPH-CWG - Aliphatic >EC5 - EC6 mg/kg 0.001 MCERTS ----- TPH-CWG - Aliphatic >EC6 - EC8 mg/kg 0.001 MCERTS ----- TPH-CWG - Aliphatic >EC8 - EC10 mg/kg 0.001 MCERTS ----- TPH-CWG - Aliphatic >EC10 - EC12 mg/kg 1 MCERTS ----- TPH-CWG - Aliphatic >EC12 - EC16 mg/kg 2 MCERTS ----- TPH-CWG - Aliphatic >EC16 - EC21 mg/kg 8 MCERTS ----- TPH-CWG - Aliphatic >EC21 - EC35 mg/kg 8 MCERTS ----- TPH-CWG - Aliphatic (EC5 - EC35) mg/kg 10 MCERTS -----
TPH-CWG - Aromatic >EC5 - EC7 mg/kg 0.001 MCERTS ----- TPH-CWG - Aromatic >EC7 - EC8 mg/kg 0.001 MCERTS ----- TPH-CWG - Aromatic >EC8 - EC10 mg/kg 0.001 MCERTS ----- TPH-CWG - Aromatic >EC10 - EC12 mg/kg 1 MCERTS ----- TPH-CWG - Aromatic >EC12 - EC16 mg/kg 2 MCERTS ----- TPH-CWG - Aromatic >EC16 - EC21 mg/kg 10 MCERTS ----- TPH-CWG - Aromatic >EC21 - EC35 mg/kg 10 MCERTS ----- TPH-CWG - Aromatic (EC5 - EC35) mg/kg 10 MCERTS -----
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 10 Analytical Report Number: 19-31775 Project / Site name: Methenure Park, Chippenham Your Order No: LG-M4097-6324
Lab Sample Number 1170862 1170863 1170864 Sample Reference TP03 WS03 WS06 Sample Number None Supplied None Supplied None Supplied Depth (m) 0.70 0.30 0.50 Date Sampled 26/02/2019 27/02/2019 27/02/2019 Time Taken None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Stone Content % 0.1 NONE < 0.1 < 0.1 < 0.1 Moisture Content % N/A NONE 11 5.1 8.5 Total mass of sample received kg 0.001 NONE 1.2 1.3 1.2
Asbestos in Soil Type N/A ISO 17025 Not-detected Not-detected Not-detected
General Inorganics pH - Automated pH Units N/A MCERTS 8.6 9.7 8.5 Total Cyanide mg/kg 1 MCERTS < 1 < 1 < 1 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 0.023 0.16 0.040 Organic Matter % 0.1 MCERTS 0.4 3.8 0.3 Total Organic Carbon (TOC) % 0.1 MCERTS 0.2 2.2 0.2
Total Phenols Total Phenols (monohydric) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0
Speciated PAHs Naphthalene mg/kg 0.05 MCERTS < 0.05 < 0.05 < 0.05 Acenaphthylene mg/kg 0.05 MCERTS < 0.05 0.21 < 0.05 Acenaphthene mg/kg 0.05 MCERTS < 0.05 0.14 < 0.05 Fluorene mg/kg 0.05 MCERTS < 0.05 0.18 < 0.05 Phenanthrene mg/kg 0.05 MCERTS < 0.05 2.7 < 0.05 Anthracene mg/kg 0.05 MCERTS < 0.05 0.61 < 0.05 Fluoranthene mg/kg 0.05 MCERTS < 0.05 6.9 < 0.05 Pyrene mg/kg 0.05 MCERTS < 0.05 5.6 < 0.05 Benzo(a)anthracene mg/kg 0.05 MCERTS < 0.05 3.8 < 0.05 Chrysene mg/kg 0.05 MCERTS < 0.05 4.6 < 0.05 Benzo(b)fluoranthene mg/kg 0.05 MCERTS < 0.05 6.2 < 0.05 Benzo(k)fluoranthene mg/kg 0.05 MCERTS < 0.05 3.2 < 0.05 Benzo(a)pyrene mg/kg 0.05 MCERTS < 0.05 5.5 < 0.05 Indeno(1,2,3-cd)pyrene mg/kg 0.05 MCERTS < 0.05 3.5 < 0.05 Dibenz(a,h)anthracene mg/kg 0.05 MCERTS < 0.05 1.0 < 0.05 Benzo(ghi)perylene mg/kg 0.05 MCERTS < 0.05 4.2 < 0.05
Total PAH Speciated Total EPA-16 PAHs mg/kg 0.8 MCERTS < 0.80 48.4 < 0.80
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 10 Analytical Report Number: 19-31775 Project / Site name: Methenure Park, Chippenham Your Order No: LG-M4097-6324
Lab Sample Number 1170862 1170863 1170864 Sample Reference TP03 WS03 WS06 Sample Number None Supplied None Supplied None Supplied Depth (m) 0.70 0.30 0.50 Date Sampled 26/02/2019 27/02/2019 27/02/2019 Time Taken None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Analytical Parameter Units (Soil Analysis)
Heavy Metals / Metalloids Arsenic (aqua regia extractable) mg/kg 1 MCERTS 4.7 12 6.7 Boron (water soluble) mg/kg 0.2 MCERTS 0.8 1.0 0.4 Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS < 0.2 0.7 < 0.2 Chromium (hexavalent) mg/kg 4 MCERTS < 4.0 < 4.0 < 4.0 Chromium (aqua regia extractable) mg/kg 1 MCERTS 14 11 6.1 Copper (aqua regia extractable) mg/kg 1 MCERTS 11 13 6.5 Lead (aqua regia extractable) mg/kg 1 MCERTS 7.8 32 4.5 Mercury (aqua regia extractable) mg/kg 0.3 MCERTS < 0.3 < 0.3 < 0.3 Nickel (aqua regia extractable) mg/kg 1 MCERTS 16 7.5 5.0 Selenium (aqua regia extractable) mg/kg 1 MCERTS < 1.0 < 1.0 < 1.0 Zinc (aqua regia extractable) mg/kg 1 MCERTS 28 77 18
Monoaromatics & Oxygenates Benzene ug/kg 1 MCERTS - < 1.0 - Toluene µg/kg 1 MCERTS - < 1.0 - Ethylbenzene µg/kg 1 MCERTS - < 1.0 - p & m-xylene µg/kg 1 MCERTS - < 1.0 - o-xylene µg/kg 1 MCERTS - < 1.0 - MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS - < 1.0 -
Petroleum Hydrocarbons
TPH C10 - C40 mg/kg 10 MCERTS < 10 1300 < 10
TPH-CWG - Aliphatic >EC5 - EC6 mg/kg 0.001 MCERTS - < 0.001 - TPH-CWG - Aliphatic >EC6 - EC8 mg/kg 0.001 MCERTS - < 0.001 - TPH-CWG - Aliphatic >EC8 - EC10 mg/kg 0.001 MCERTS - < 0.001 - TPH-CWG - Aliphatic >EC10 - EC12 mg/kg 1 MCERTS - 6.6 - TPH-CWG - Aliphatic >EC12 - EC16 mg/kg 2 MCERTS - 16 - TPH-CWG - Aliphatic >EC16 - EC21 mg/kg 8 MCERTS - 44 - TPH-CWG - Aliphatic >EC21 - EC35 mg/kg 8 MCERTS - 300 - TPH-CWG - Aliphatic (EC5 - EC35) mg/kg 10 MCERTS - 370 -
TPH-CWG - Aromatic >EC5 - EC7 mg/kg 0.001 MCERTS - < 0.001 - TPH-CWG - Aromatic >EC7 - EC8 mg/kg 0.001 MCERTS - < 0.001 - TPH-CWG - Aromatic >EC8 - EC10 mg/kg 0.001 MCERTS - < 0.001 - TPH-CWG - Aromatic >EC10 - EC12 mg/kg 1 MCERTS - < 1.0 - TPH-CWG - Aromatic >EC12 - EC16 mg/kg 2 MCERTS - < 2.0 - TPH-CWG - Aromatic >EC16 - EC21 mg/kg 10 MCERTS - 40 - TPH-CWG - Aromatic >EC21 - EC35 mg/kg 10 MCERTS - 470 - TPH-CWG - Aromatic (EC5 - EC35) mg/kg 10 MCERTS - 510 -
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 10 Analytical Report Number: 19-31775 Project / Site name: Methenure Park, Chippenham
Your Order No: LG-M4097-6324 Lab Sample Number 1170854 1170855 1170856 Sample Reference WS07 WS10 TP05 Sample Number None Supplied None Supplied None Supplied Depth (m) None Supplied None Supplied None Supplied Date Sampled 27/02/2019 28/02/2019 28/02/2019 Time Taken None Supplied None Supplied None Supplied Accreditation Accreditation detection Limit of of Limit Status Units Analytical Parameter (Water Analysis)
General Inorganics pH pH Units N/A ISO 17025 7.3 7.4 8.0 Sulphate as SO4 µg/l 45 ISO 17025 135000 41300 38800 Total Sulphur µg/l 15 NONE 45000 14000 13000 Chloride mg/l 0.15 ISO 17025 24 24 32 Ammonium as NH4 µg/l 15 ISO 17025 140 130 350 Nitrate as N mg/l 0.01 ISO 17025 0.62 0.39 1.53 Nitrate as NO3 mg/l 0.05 ISO 17025 2.74 1.72 6.77
Heavy Metals / Metalloids Magnesium (dissolved) mg/l 0.005 ISO 17025 8.5 5.2 4.2
U/S = Unsuitable Sample I/S = Insufficient Sample
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 6 of 10 Analytical Report Number : 19-31775 Project / Site name: Methenure Park, Chippenham
* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.
Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.
Lab Sample Sample Sample Depth (m) Sample Description * Number Reference Number
1170857 WS09 None Supplied 1.30 Brown clay. 1170858 WS01 None Supplied 0.60 Brown clay. 1170859 WS09 None Supplied 0.60 Brown clay. 1170860 WS10 None Supplied 0.90 Brown clay and sand. 1170861 TP01 None Supplied 0.20 Brown loam and clay with gravel and vegetation. 1170862 TP03 None Supplied 0.70 Light brown clay and sand. 1170863 WS03 None Supplied 0.30 Brown loam and sand with gravel. 1170864 WS06 None Supplied 0.50 Light brown clay and sand with gravel.
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 7 of 10 Analytical Report Number : 19-31775 Project / Site name: Methenure Park, Chippenham Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Ammonium as NH4 in water Determination of Ammonium/Ammonia/ In-house method based on Examination of L082-PL W ISO 17025 Ammoniacal Nitrogen by the colorimetric Water and Wastewater 20th Edition: salicylate/nitroprusside method. Accredited Clesceri, Greenberg & Eaton matrices SW, GW, PW. Asbestos identification in soil Asbestos Identification with the use of polarised In house method based on HSG 248 A001-PL D ISO 17025 light microscopy in conjunction with disperion staining techniques.
Boron, water soluble, in soil Determination of water soluble boron in soil by hot In-house method based on Second Site L038-PL D MCERTS water extract followed by ICP-OES. Properties version 3
BTEX and MTBE in soil Determination of BTEX in soil by headspace GC- In-house method based on USEPA8260 L073B-PL W MCERTS (Monoaromatics) MS.
Chloride in water Determination of Chloride colorimetrically by In house based on MEWAM Method ISBN L082-PL W ISO 17025 discrete analyser. 0117516260. Accredited matrices: SW, PW, GW.
Hexavalent chromium in soil Determination of hexavalent chromium in soil by In-house method L080-PL W MCERTS extraction in water then by acidification, addition of 1,5 diphenylcarbazide followed by colorimetry.
Metals in soil by ICP-OES Determination of metals in soil by aqua-regia In-house method based on MEWAM 2006 L038-PL D MCERTS digestion followed by ICP-OES. Methods for the Determination of Metals in Soil.
Metals in water by ICP-OES Determination of metals in water by acidification In-house method based on MEWAM 2006 L039-PL W ISO 17025 (dissolved) followed by ICP-OES. Accredited Matrices SW, Methods for the Determination of Metals in GW, PW, PrW.(Al, Cu,Fe,Zn). Soil.
Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 2, L019-UK/PL W NONE 1990, Chemical and Electrochemical Tests
Monohydric phenols in soil Determination of phenols in soil by extraction with In-house method based on Examination of L080-PL W MCERTS sodium hydroxide followed by distillation followed Water and Wastewater 20th Edition: by colorimetry. Clesceri, Greenberg & Eaton (skalar)
Nitrate as N in water Determination of nitrate by reaction with sodium In-house method based on Examination of L078-PL W ISO 17025 salicylate and colorimetry. Accredited matrices SW, Water and Wastewatern & Polish Standard GW, PW. Method PN-82/C-04579.08,
Nitrate in water Determination of nitrate by reaction with sodium In-house method based on Examination of L078-PL W ISO 17025 salicylate and colorimetry. Accredited matrices SW, Water and Wastewatern & Polish Standard GW, PW Method PN-82/C-04579.08,
Organic matter (Automated) in soil Determination of organic matter in soil by oxidising BS1377 Part 3, 1990, Chemical and L009-PL D MCERTS with potassium dichromate followed by titration Electrochemical Tests"" with iron (II) sulphate. pH at 20oC in water (automated) Determination of pH in water by electrometric In-house method based on BS1377 Part 3, L099-PL W ISO 17025 measurement. Accredited matrices: SW PW GW 1990, Chemical and Electrochemical Tests
pH in soil (automated) Determination of pH in soil by addition of water In-house method based on BS1377 Part 3, L099-PL D MCERTS followed by automated electrometric 1990, Chemical and Electrochemical Tests measurement.
Speciated EPA-16 PAHs in soil Determination of PAH compounds in soil by In-house method based on USEPA 8270 L064-PL D MCERTS extraction in dichloromethane and hexane followed by GC-MS with the use of surrogate and internal standards. Stones content of soil Standard preparation for all samples unless In-house method based on British Standard L019-UK/PL D NONE otherwise detailed. Gravimetric determination of Methods and MCERTS requirements. stone > 10 mm as % dry weight.
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 8 of 10 Analytical Report Number : 19-31775 Project / Site name: Methenure Park, Chippenham Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Sulphate in water Determination of sulphate in water by acidification In-house method based on MEWAM 2006 L039-PL W ISO 17025 followed by ICP-OES. Accredited matrices: SW Methods for the Determination of Metals in PW GW, PrW. Soil.
Sulphate, water soluble, in soil (16hr Determination of water soluble sulphate by ICP- In-house method based on BS1377 Part 3, L038-PL D MCERTS extraction) OES. Results reported directly (leachate 1990, Chemical and Electrochemical Tests, equivalent) and corrected for extraction ratio (soil 2:1 water:soil extraction, analysis by ICP- equivalent). OES. Total cyanide in soil Determination of total cyanide by distillation In-house method based on Examination of L080-PL W MCERTS followed by colorimetry. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton (Skalar)
Total organic carbon (Automated) in Determination of organic matter in soil by oxidising In-house method based on BS1377 Part 3, L009-PL D MCERTS soil with potassium dichromate followed by titration 1990, Chemical and Electrochemical Tests"" with iron (II) sulphate.
Total Sulphur in water Determination of total sulphur in water by In-house method based on MEWAM 1986 L039-PL W NONE acidification followed by ICP-OES. Methods for the Determination of Metals in Soil""
TPH Banding in Soil by FID Determination of hexane extractable hydrocarbons In-house method, TPH with carbon banding L076-PL W MCERTS in soil by GC-FID. and silica gel split/cleanup.
TPHCWG (Soil) Determination of hexane extractable hydrocarbons In-house method with silica gel split/clean L088/76-PL W MCERTS in soil by GC-MS/GC-FID. up.
For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.
Iss No 19-31775-3 Methenure Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 9 of 10 Sample Deviation Report
Sample ID Other_ID Sample Type Job Sample Number Sample Deviation Code test_name test_ref Test Deviation code TP01 S 19-31775 1170861 c Total cyanide in soil L080-PL c TP03 S 19-31775 1170862 c Total cyanide in soil L080-PL c TP05 W 19-31775 1170856 c Ammoniacal Nitrogen as N in water L082-PL c TP05 W 19-31775 1170856 c Ammonium as NH4 in water L082-PL c TP05 W 19-31775 1170856 c Nitrate as N in water L078-PL c TP05 W 19-31775 1170856 c Nitrate in water L078-PL c TP05 W 19-31775 1170856 c pH at 20oC in water (automated) L099-PL c WS01 S 19-31775 1170858 c Total cyanide in soil L080-PL c WS03 S 19-31775 1170863 c Total cyanide in soil L080-PL c WS06 S 19-31775 1170864 c Total cyanide in soil L080-PL c WS07 W 19-31775 1170854 c Ammoniacal Nitrogen as N in water L082-PL c WS07 W 19-31775 1170854 c Ammonium as NH4 in water L082-PL c WS07 W 19-31775 1170854 c Metals in water by ICP-OES (dissolved) L039-PL c WS07 W 19-31775 1170854 c Nitrate as N in water L078-PL c WS07 W 19-31775 1170854 c Nitrate in water L078-PL c WS07 W 19-31775 1170854 c Sulphate in water L039-PL c WS07 W 19-31775 1170854 c pH at 20oC in water (automated) L099-PL c WS10 W 19-31775 1170855 c Ammoniacal Nitrogen as N in water L082-PL c WS10 W 19-31775 1170855 c Ammonium as NH4 in water L082-PL c WS10 W 19-31775 1170855 c Nitrate as N in water L078-PL c WS10 W 19-31775 1170855 c Nitrate in water L078-PL c WS10 W 19-31775 1170855 c pH at 20oC in water (automated) L099-PL c
Key: a - No sampling date b - Incorrect container Iss No:19-31775-3 Methenure Park, Chippenham M4097 c - Holding time d - Headspace e - Temperature Page 10 of 10 Loren Gakhal Brownfield Solutions Ltd i2 Analytical Ltd. William Smith House 7 Woodshots Meadow, 173 - 183 Witton Street Croxley Green Northwich Business Park, Cheshire Watford, CW9 5LP Herts, WD18 8YS
t: 01923 225404 f: 01923 237404 e: [email protected] e: [email protected]
Analytical Report Number : 19-31776
Project / Site name: Methenue Park, Chippenham Samples received on: 06/03/2019
Your job number: M4097 Samples instructed on: 06/03/2019
Your order number: LG-M4097-6324 Analysis completed by: 15/03/2019
Report Issue Number: 1 Report issued on: 15/03/2019
Samples Analysed: 4 10:1 WAC samples
Signed:
Dr Claire Stone Quality Manager For & on behalf of i2 Analytical Ltd.
Standard Geotechnical, Asbestos and Chemical Testing Laboratory located at: ul. Pionierów 39, 41 -711 Ruda Śląska, Poland.
Accredited tests are defined within the report, opinions and interpretations expressed herein are outside the scope of accreditation.
Standard sample disposal times, unless otherwise agreed with the laboratory, are : soils - 4 weeks from reporting leachates - 2 weeks from reporting waters - 2 weeks from reporting asbestos - 6 months from reporting Excel copies of reports are only valid when accompanied by this PDF certificate.
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 9 i2 Analytical 7 Woodshots Meadow Telephone: 01923 225404 Croxley Green Business Park Fax: 01923 237404 Watford, WD18 8YS email:[email protected]
Waste Acceptance Criteria Analytical Results Report No: 19-31776
Client: BSL
Location Methenue Park, Chippenham Landfill Waste Acceptance Criteria Lab Reference (Sample Number) 1170865 / 1170866 Limits Sampling Date 28/02/2019 Stable Non- Sample ID WS09 reactive Inert Waste HAZARDOUS Hazardous Landfill waste in non- Waste Landfill Depth (m) 0.60 hazardous Landfill Solid Waste Analysis TOC (%)** 0.4 3% 5% 6% Loss on Ignition (%) ** 3.4 -- -- 10% BTEX (µg/kg) ** < 10 6000 -- -- Sum of PCBs (mg/kg) ** < 0.007 1 -- -- Mineral Oil (mg/kg) < 10 500 -- -- Total PAH (WAC-17) (mg/kg) < 0.9 100 -- -- pH (units)** 7.3 -- >6 --
Acid Neutralisation Capacity (mol / kg) 1.2 -- To be evaluated To be evaluated
Limit values for compliance leaching test Eluate Analysis 10:1 10:1 using BS EN 12457-2 at L/S 10 l/kg (mg/kg) (BS EN 12457 - 2 preparation utilising end over end leaching procedure) mg/l mg/kg
Arsenic * < 0.0011 < 0.0110 0.5 2 25 Barium * 0.0070 0.0570 20 100 300 Cadmium * < 0.0001 < 0.0008 0.04 1 5 Chromium * 0.0006 0.0049 0.5 10 70 Copper * 0.018 0.15 2 50 100 Mercury * < 0.0005 < 0.0050 0.01 0.2 2 Molybdenum * 0.0006 0.0047 0.5 10 30 Nickel * < 0.0003 < 0.0030 0.4 10 40 Lead * < 0.0010 < 0.010 0.5 10 50 Antimony * < 0.0017 < 0.017 0.06 0.7 5 Selenium * < 0.0040 < 0.040 0.1 0.5 7 Zinc * 0.0008 0.0069 4 50 200 Chloride * 1.0 8.3 800 4000 25000 Fluoride 0.66 5.4 10 150 500 Sulphate * 2.3 19 1000 20000 50000 TDS* 63 510 4000 60000 100000 Phenol Index (Monohydric Phenols) * < 0.010 < 0.10 1 - -
DOC 7.51 61.5 500 800 1000
Leach Test Information
Stone Content (%) < 0.1 Sample Mass (kg) 1.0 Dry Matter (%) 83 Moisture (%) 17
Results are expressed on a dry weight basis, after correction for moisture content where applicable. *= UKAS accredited (liquid eluate analysis only)
Stated limits are for guidance only and i2 cannot be held responsible for any discrepancies with current legislation ** = MCERTS accredited
Landfill WAC analysis (specifically leaching test results) must not be used for hazardous waste classification purposes as defined by the Waste (England and Wales) Regulations 2011 (as amended) and EA Guidance WM3. This analysis is only applicable for landfill acceptance criteria (The Environmental Permitting (England and Wales) Regulations) and does not give any indication as to whether a waste may be hazardous or non-hazardous.
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 9 i2 Analytical 7 Woodshots Meadow Telephone: 01923 225404 Croxley Green Business Park Fax: 01923 237404 Watford, WD18 8YS email:[email protected]
Waste Acceptance Criteria Analytical Results Report No: 19-31776
Client: BSL
Location Methenue Park, Chippenham Landfill Waste Acceptance Criteria Lab Reference (Sample Number) 1170867 / 1170868 Limits Sampling Date 27/02/2019 Stable Non- Sample ID WS01 reactive Inert Waste HAZARDOUS Hazardous Landfill waste in non- Waste Landfill Depth (m) 1.30 hazardous Landfill Solid Waste Analysis TOC (%)** 0.1 3% 5% 6% Loss on Ignition (%) ** 2.4 -- -- 10% BTEX (µg/kg) ** < 10 6000 -- -- Sum of PCBs (mg/kg) ** < 0.007 1 -- -- Mineral Oil (mg/kg) < 10 500 -- -- Total PAH (WAC-17) (mg/kg) < 0.9 100 -- -- pH (units)** 7.5 -- >6 --
Acid Neutralisation Capacity (mol / kg) 1.1 -- To be evaluated To be evaluated
Limit values for compliance leaching test Eluate Analysis 10:1 10:1 using BS EN 12457-2 at L/S 10 l/kg (mg/kg) (BS EN 12457 - 2 preparation utilising end over end leaching procedure) mg/l mg/kg
Arsenic * < 0.0011 < 0.0110 0.5 2 25 Barium * 0.0046 0.0402 20 100 300 Cadmium * < 0.0001 < 0.0008 0.04 1 5 Chromium * 0.0080 0.069 0.5 10 70 Copper * 0.012 0.10 2 50 100 Mercury * < 0.0005 < 0.0050 0.01 0.2 2 Molybdenum * < 0.0004 < 0.0040 0.5 10 30 Nickel * 0.0005 0.0044 0.4 10 40 Lead * 0.0036 0.031 0.5 10 50 Antimony * < 0.0017 < 0.017 0.06 0.7 5 Selenium * < 0.0040 < 0.040 0.1 0.5 7 Zinc * 0.0025 0.022 4 50 200 Chloride * 1.2 10 800 4000 25000 Fluoride 1.2 11 10 150 500 Sulphate * 30 260 1000 20000 50000 TDS* 64 550 4000 60000 100000 Phenol Index (Monhydric Phenols) * < 0.010 < 0.10 1 - -
DOC 4.40 38.1 500 800 1000
Leach Test Information
Stone Content (%) < 0.1 Sample Mass (kg) 0.86 Dry Matter (%) 86 Moisture (%) 14
Results are expressed on a dry weight basis, after correction for moisture content where applicable. *= UKAS accredited (liquid eluate analysis only)
Stated limits are for guidance only and i2 cannot be held responsible for any discrepencies with current legislation ** = MCERTS accrediited
Landfill WAC analysis (specifically leaching test results) must not be used for hazardous waste classification purposes as defined by the Waste (England and Wales) Regulations 2011 (as amended) and EA Guidance WM3. This analysis is only applicable for landfill acceptance criteria (The Environmental Permitting (England and Wales) Regulations) and does not give any indication as to whether a waste may be hazardous or non-hazardous.
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 9 i2 Analytical 7 Woodshots Meadow Telephone: 01923 225404 Croxley Green Business Park Fax: 01923 237404 Watford, WD18 8YS email:[email protected]
Waste Acceptance Criteria Analytical Results Report No: 19-31776
Client: BSL
Location Methenue Park, Chippenham Landfill Waste Acceptance Criteria Lab Reference (Sample Number) 1170869 / 1170870 Limits Sampling Date 27/02/2019 Stable Non- Sample ID WS03 reactive Inert Waste HAZARDOUS Hazardous Landfill waste in non- Waste Landfill Depth (m) 1.10 hazardous Landfill Solid Waste Analysis TOC (%)** 0.3 3% 5% 6% Loss on Ignition (%) ** 3.9 -- -- 10% BTEX (µg/kg) ** < 10 6000 -- -- Sum of PCBs (mg/kg) ** < 0.007 1 -- -- Mineral Oil (mg/kg) < 10 500 -- -- Total PAH (WAC-17) (mg/kg) < 0.9 100 -- -- pH (units)** 4.9 -- >6 --
Acid Neutralisation Capacity (mol / kg) -36 -- To be evaluated To be evaluated
Limit values for compliance leaching test Eluate Analysis 10:1 10:1 using BS EN 12457-2 at L/S 10 l/kg (mg/kg) (BS EN 12457 - 2 preparation utilising end over end leaching procedure) mg/l mg/kg
Arsenic * < 0.0011 < 0.0110 0.5 2 25 Barium * 0.0029 0.0243 20 100 300 Cadmium * < 0.0001 < 0.0008 0.04 1 5 Chromium * < 0.0004 < 0.0040 0.5 10 70 Copper * 0.0035 0.029 2 50 100 Mercury * < 0.0005 < 0.0050 0.01 0.2 2 Molybdenum * < 0.0004 < 0.0040 0.5 10 30 Nickel * < 0.0003 < 0.0030 0.4 10 40 Lead * < 0.0010 < 0.010 0.5 10 50 Antimony * < 0.0017 < 0.017 0.06 0.7 5 Selenium * < 0.0040 < 0.040 0.1 0.5 7 Zinc * 0.0045 0.037 4 50 200 Chloride * 0.96 8.0 800 4000 25000 Fluoride < 0.050 < 0.50 10 150 500 Sulphate * 10 83 1000 20000 50000 TDS* 21 180 4000 60000 100000 Phenol Index (Monhydric Phenols) * < 0.010 < 0.10 1 - -
DOC 3.04 25.4 500 800 1000
Leach Test Information
Stone Content (%) < 0.1 Sample Mass (kg) 0.58 Dry Matter (%) 80 Moisture (%) 20
Results are expressed on a dry weight basis, after correction for moisture content where applicable. *= UKAS accredited (liquid eluate analysis only)
Stated limits are for guidance only and i2 cannot be held responsible for any discrepencies with current legislation ** = MCERTS accrediited
Landfill WAC analysis (specifically leaching test results) must not be used for hazardous waste classification purposes as defined by the Waste (England and Wales) Regulations 2011 (as amended) and EA Guidance WM3. This analysis is only applicable for landfill acceptance criteria (The Environmental Permitting (England and Wales) Regulations) and does not give any indication as to whether a waste may be hazardous or non-hazardous.
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 9 i2 Analytical 7 Woodshots Meadow Telephone: 01923 225404 Croxley Green Business Park Fax: 01923 237404 Watford, WD18 8YS email:[email protected]
Waste Acceptance Criteria Analytical Results Report No: 19-31776
Client: BSL
Location Methenue Park, Chippenham Landfill Waste Acceptance Criteria Lab Reference (Sample Number) 1170871 / 1170872 Limits Sampling Date 28/02/2019 Stable Non- Sample ID WS10 reactive Inert Waste HAZARDOUS Hazardous Landfill waste in non- Waste Landfill Depth (m) 1.10 hazardous Landfill Solid Waste Analysis TOC (%)** 2.2 3% 5% 6% Loss on Ignition (%) ** 6.8 -- -- 10% BTEX (µg/kg) ** < 10 6000 -- -- Sum of PCBs (mg/kg) ** < 0.007 1 -- -- Mineral Oil (mg/kg) < 10 500 -- -- Total PAH (WAC-17) (mg/kg) < 0.9 100 -- -- pH (units)** 7.3 -- >6 --
Acid Neutralisation Capacity (mol / kg) 1.2 -- To be evaluated To be evaluated
Limit values for compliance leaching test Eluate Analysis 10:1 10:1 using BS EN 12457-2 at L/S 10 l/kg (mg/kg) (BS EN 12457 - 2 preparation utilising end over end leaching procedure) mg/l mg/kg
Arsenic * 0.0063 0.0505 0.5 2 25 Barium * 0.0159 0.128 20 100 300 Cadmium * < 0.0001 < 0.0008 0.04 1 5 Chromium * 0.0006 0.0046 0.5 10 70 Copper * 0.0066 0.053 2 50 100 Mercury * < 0.0005 < 0.0050 0.01 0.2 2 Molybdenum * 0.0031 0.0249 0.5 10 30 Nickel * < 0.0003 < 0.0030 0.4 10 40 Lead * < 0.0010 < 0.010 0.5 10 50 Antimony * < 0.0017 < 0.017 0.06 0.7 5 Selenium * < 0.0040 < 0.040 0.1 0.5 7 Zinc * 0.0017 0.014 4 50 200 Chloride * 1.8 14 800 4000 25000 Fluoride 0.38 3.0 10 150 500 Sulphate * 5.6 45 1000 20000 50000 TDS* 130 1000 4000 60000 100000 Phenol Index (Monhydric Phenols) * < 0.010 < 0.10 1 - -
DOC 22.0 177 500 800 1000
Leach Test Information
Stone Content (%) < 0.1 Sample Mass (kg) 0.44 Dry Matter (%) 77 Moisture (%) 23
Results are expressed on a dry weight basis, after correction for moisture content where applicable. *= UKAS accredited (liquid eluate analysis only)
Stated limits are for guidance only and i2 cannot be held responsible for any discrepencies with current legislation ** = MCERTS accrediited
Landfill WAC analysis (specifically leaching test results) must not be used for hazardous waste classification purposes as defined by the Waste (England and Wales) Regulations 2011 (as amended) and EA Guidance WM3. This analysis is only applicable for landfill acceptance criteria (The Environmental Permitting (England and Wales) Regulations) and does not give any indication as to whether a waste may be hazardous or non-hazardous.
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 9 Analytical Report Number : 19-31776 Project / Site name: Methenue Park, Chippenham
* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.
Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.
Lab Sample Sample Sample Depth (m) Number Reference Number Sample Description *
1170865 WS09 None Supplied 0.60 Brown clay. 1170867 WS01 None Supplied 1.30 Grey clay. 1170869 WS03 None Supplied 1.10 Grey clay. 1170871 WS10 None Supplied 1.10 Brown clay.
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 6 of 9 Analytical Report Number : 19-31776 Project / Site name: Methenue Park, Chippenham Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Acid neutralisation capacity of soil Determination of acid neutralisation capacity by In-house method based on Guidance an L046-PL W NONE addition of acid or alkali followed by electronic Sampling and Testing of Wastes to Meet probe. Landfill Waste Acceptance""
BS EN 12457-2 (10:1) Leachate Prep 10:1 (as recieved, moisture adjusted) end over end In-house method based on BSEN12457-2. L043-PL W NONE extraction with water for 24 hours. Eluate filtered prior to analysis.
BTEX in soil (Monoaromatics) Determination of BTEX in soil by headspace GC-MS. In-house method based on USEPA8260 L073B-PL W MCERTS
Chloride 10:1 WAC Determination of Chloride colorimetrically by In house based on MEWAM Method ISBN L082-PL W ISO 17025 discrete analyser. 0117516260.
Dissolved organic carbon 10:1 WAC Determination of dissolved inorganic carbon in In-house method based on Examination of L037-PL W NONE leachate by TOC/DOC NDIR Analyser. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton
Fluoride 10:1 WAC Determination of fluoride in leachate by 1:1ratio In-house method based on Use of Total L033B-PL W ISO 17025 with a buffer solution followed by Ion Selective Ionic Strength Adjustment Buffer for Electrode. Electrode Determination"
Loss on ignition of soil @ 450oC Determination of loss on ignition in soil by In-house method based on BS1377 Part 3, L047-PL D MCERTS gravimetrically with the sample being ignited in a 1990, Chemical and Electrochemical Tests muffle furnace.
Metals in leachate by ICP-OES Determination of metals in leachate by acidification In-house method based on MEWAM 2006 L039-PL W ISO 17025 followed by ICP-OES. Methods for the Determination of Metals in Soil""
Mineral Oil (Soil) C10 - C40 Determination of mineral oil fraction extractable In-house method with silica gel split/clean L076-PL D NONE hydrocarbons in soil by GC-MS/GC-FID. up.
Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 2, L019-UK/PL W NONE 1990, Chemical and Electrochemical Tests
Monohydric phenols 10:1 WAC Determination of phenols in leachate by distillation In-house method based on Examination of L080-PL W ISO 17025 followed by colorimetry. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton
PCB's By GC-MS in soil Determination of PCB by extraction with acetone In-house method based on USEPA 8082 L027-PL D MCERTS and hexane followed by GC-MS.
pH in soil Determination of pH in soil by addition of water In-house method based on BS1377 Part 3, L005-PL W MCERTS followed by electrometric measurement. 1990, Chemical and Electrochemical Tests
Speciated WAC-17 PAHs in soil Determination of PAH compounds in soil by In-house method based on USEPA 8270. L064-PL D NONE extraction in dichloromethane and hexane followed MCERTS accredited except Coronene. by GC-MS with the use of surrogate and internal standards. Stones content of soil Standard preparation for all samples unless In-house method based on British Standard L019-UK/PL D NONE otherwise detailed. Gravimetric determination of Methods and MCERTS requirements. stone > 10 mm as % dry weight.
Sulphate 10:1 WAC Determination of sulphate in leachate by ICP-OES In-house method based on MEWAM 1986 L039-PL W ISO 17025 Methods for the Determination of Metals in Soil""
Total dissolved solids 10:1 WAC Determination of total dissolved solids in water by In-house method based on Examination of L004-PL W NONE electrometric measurement. Water and Wastewater 20th Edition: Clesceri, Greenberg & Eaton
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 7 of 9 Analytical Report Number : 19-31776 Project / Site name: Methenue Park, Chippenham Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Total organic carbon (Automated) in Determination of organic matter in soil by oxidising In-house method based on BS1377 Part 3, L009-PL D MCERTS soil with potassium dichromate followed by titration 1990, Chemical and Electrochemical Tests"" with iron (II) sulphate.
For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.
Iss No 19-31776-1 Methenue Park, Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 8 of 9 Sample Deviation Report
Sample ID Other_ID Sample Type Job Sample Number Sample Deviation Code test_name test_ref Test Deviation code WS01 S 19-31776 1170867 b BTEX in soil (Monoaromatics) L073B-PL b WS01 S 19-31776 1170867 b Mineral Oil (Soil) C10 - C40 L076-PL b WS01 S 19-31776 1170867 b PCB's By GC-MS in soil L027-PL b WS01 S 19-31776 1170867 b Speciated WAC-17 PAHs in soil L064-PL b WS01 S 19-31776 1170867 b Total BTEX in soil (Poland) L073-PL b WS03 S 19-31776 1170869 b BTEX in soil (Monoaromatics) L073B-PL b WS03 S 19-31776 1170869 b Mineral Oil (Soil) C10 - C40 L076-PL b WS03 S 19-31776 1170869 b PCB's By GC-MS in soil L027-PL b WS03 S 19-31776 1170869 b Speciated WAC-17 PAHs in soil L064-PL b WS03 S 19-31776 1170869 b Total BTEX in soil (Poland) L073-PL b
Key: a - No sampling date b - Incorrect container Iss No:19-31776-1 Methenue Park, Chippenham M4097 c - Holding time d - Headspace e - Temperature Page 9 of 9 LG/M4097/8140
APPENDIX H Geotechnical testing Results
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham Loren Gakhal Brownfield Solutions Ltd i2 Analytical Ltd. William Smith House 7 Woodshots Meadow, 173 - 183 Witton Street Croxley Green Northwich Business Park, Cheshire Watford, CW9 5LP Herts, WD18 8YS
t: 01923 225404 f: 01923 237404 e: [email protected] e: [email protected]
Analytical Report Number : 19-31823
Project / Site name: Methenue Park,Chippenham Samples received on: 06/03/2019
Your job number: M4097 Samples instructed on: 06/03/2019
Your order number: M4097/6325/LG Analysis completed by: 20/03/2019
Report Issue Number: 1 Report issued on: 20/03/2019
Samples Analysed: 6 soil samples
Signed:
Rexona Rahman Head of Customer Services For & on behalf of i2 Analytical Ltd.
Standard Geotechnical, Asbestos and Chemical Testing Laboratory located at: ul. Pionierów 39, 41 -711 Ruda Śląska, Poland.
Accredited tests are defined within the report, opinions and interpretations expressed herein are outside the scope of accreditation.
Standard sample disposal times, unless otherwise agreed with the laboratory, are : soils - 4 weeks from reporting leachates - 2 weeks from reporting waters - 2 weeks from reporting asbestos - 6 months from reporting Excel copies of reports are only valid when accompanied by this PDF certificate.
Iss No 19-31823-1 Methenue Park,Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 5 Analytical Report Number: 19-31823 Project / Site name: Methenue Park,Chippenham Your Order No: M4097/6325/LG
Lab Sample Number 1171241 1171242 1171243 1171244 1171245 Sample Reference WS01 WS02 WS03 WS08 WS05 Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied Depth (m) 2.90 1.90 1.40 1.30 2.30 Date Sampled 27/02/2019 27/02/2019 27/02/2019 28/03/2019 27/02/2019 Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied Accreditation detection Limit of Limit Status Analytical Parameter Units (Soil Analysis)
Stone Content % 0.1 NONE < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 Moisture Content % N/A NONE 16 15 24 13 21 Total mass of sample received kg 0.001 NONE 0.34 0.33 0.35 0.44 0.36
General Inorganics pH - Automated pH Units N/A MCERTS 7.5 7.1 6.5 8.0 6.2
Total Sulphate as SO4 % 0.005 MCERTS 1.62 0.554 0.893 0.071 1.94 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 1.9 0.14 0.13 0.020 0.10 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) mg/l 1.25 MCERTS 1910 136 125 19.7 104 Water Soluble Chloride (2:1) (leachate equivalent) mg/l 0.5 MCERTS 3.6 4.7 3.8 2.6 2.7 Total Sulphur % 0.005 MCERTS 0.879 0.200 0.286 0.032 0.801
Water Soluble Nitrate (2:1) as N (leachate equivalent) mg/l 2 NONE < 2.0 < 2.0 < 2.0 < 2.0 < 2.0
Heavy Metals / Metalloids
Magnesium (water soluble) mg/kg 5 NONE 240 19 20 < 5.0 16 Magnesium (leachate equivalent) mg/l 2.5 NONE 120 9.5 9.9 < 2.5 7.9
Iss No 19-31823-1 Methenue Park,Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 2 of 5 Analytical Report Number: 19-31823 Project / Site name: Methenue Park,Chippenham Your Order No: M4097/6325/LG
Lab Sample Number 1171246 Sample Reference WS04 Sample Number None Supplied Depth (m) 0.80 Date Sampled 27/02/2019 Time Taken None Supplied Accreditation detection Limit of Limit Status Analytical Parameter Units (Soil Analysis)
Stone Content % 0.1 NONE < 0.1 Moisture Content % N/A NONE 15 Total mass of sample received kg 0.001 NONE 0.48
General Inorganics pH - Automated pH Units N/A MCERTS 7.7
Total Sulphate as SO4 % 0.005 MCERTS 0.080 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) g/l 0.00125 MCERTS 0.016 Water Soluble SO4 16hr extraction (2:1 Leachate Equivalent) mg/l 1.25 MCERTS 15.7 Water Soluble Chloride (2:1) (leachate equivalent) mg/l 0.5 MCERTS 1.4 Total Sulphur % 0.005 MCERTS 0.029
Water Soluble Nitrate (2:1) as N (leachate equivalent) mg/l 2 NONE < 2.0
Heavy Metals / Metalloids
Magnesium (water soluble) mg/kg 5 NONE < 5.0 Magnesium (leachate equivalent) mg/l 2.5 NONE < 2.5
Iss No 19-31823-1 Methenue Park,Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 3 of 5 Analytical Report Number : 19-31823 Project / Site name: Methenue Park,Chippenham
* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.
Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.
Lab Sample Sample Sample Depth (m) Number Reference Number Sample Description *
1171241 WS01 None Supplied 2.90 Grey clay. 1171242 WS02 None Supplied 1.90 Grey clay. 1171243 WS03 None Supplied 1.40 Light brown clay. 1171244 WS08 None Supplied 1.30 Light brown clay and sand with gravel. 1171245 WS05 None Supplied 2.30 Grey clay. 1171246 WS04 None Supplied 0.80 Light brown clay.
Iss No 19-31823-1 Methenue Park,Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 4 of 5 Analytical Report Number : 19-31823 Project / Site name: Methenue Park,Chippenham Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW) Process Water (PrW)
Method Wet / Dry Accreditation Analytical Test Name Analytical Method Description Analytical Method Reference number Analysis Status
Chloride, water soluble, in soil Determination of Chloride colorimetrically by In-house method based on BS1377 Part 3, L082-PL D MCERTS discrete analyser. 1990, Chemical and Electrochemical Tests. 2:1 extraction.
Magnesium, water soluble, in soil Determination of water soluble magnesium by In-house method based on TRL 447 L038-PL D NONE extraction with water followed by ICP-OES.
Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 2, L019-UK/PL W NONE 1990, Chemical and Electrochemical Tests
pH in soil (automated) Determination of pH in soil by addition of water In-house method based on BS1377 Part 3, L099-PL D MCERTS followed by automated electrometric measurement. 1990, Chemical and Electrochemical Tests
Stones content of soil Standard preparation for all samples unless In-house method based on British Standard L019-UK/PL D NONE otherwise detailed. Gravimetric determination of Methods and MCERTS requirements. stone > 10 mm as % dry weight.
Sulphate, water soluble, in soil (16hr Determination of water soluble sulphate by ICP- In-house method based on BS1377 Part 3, L038-PL D MCERTS extraction) OES. Results reported directly (leachate equivalent) 1990, Chemical and Electrochemical Tests, and corrected for extraction ratio (soil equivalent). 2:1 water:soil extraction, analysis by ICP- OES. Total Sulphate in soil as % Determination of total sulphate in soil by extraction In-house method based on BS1377 Part 3, L038 D MCERTS with 10% HCl followed by ICP-OES. 1990, Chemical and Electrochemical Tests""
Total Sulphur in soil as % Determination of total sulphur in soil by extraction In-house method based on BS1377 Part 3, L038 D MCERTS with aqua-regia, potassium bromide/bromate 1990, and MEWAM 2006 Methods for the followed by ICP-OES. Determination of Metals in Soil
Water Soluble Nitrate (2:1) as N in soil Determination of nitrate by reaction with sodium In-house method based on Examination of L078-PL W NONE salicylate and colorimetry. Water and Wastewatern & Polish Standard Method PN-82/C-04579.08, 2:1 extraction.
For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom. For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland. Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.
Iss No 19-31823-1 Methenue Park,Chippenham M4097 This certificate should not be reproduced, except in full, without the express permission of the laboratory. The results included within the report are representative of the samples submitted for analysis. Page 5 of 5 TEST CERTIFICATE
Liquid and Plastic Limits
Tested in Accordance with: BS 1377-2: 1990: Clause 4.4 and 5 Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171157 Depth Top [m]: 2.90 Hole No.: WS01 Depth Base [m]: Not Given Sample Reference: Not Given Sample Type: D Soil Description: Greyish brown slightly sandy CLAY with fragments of chalk
Sample Preparation: Tested in natural condition
As Received Moisture Liquid Limit Plastic Limit Plasticity Index % Passing 425µm Content [%] [%] [%] [%] BS Test Sieve
23 51 24 27 100
100
90 A line
80
70 CE
60 CV 50 ME
40 CH MV PLASTICITY PLASTICITY INDEX 30 CI
20 MH CL 10 MI ML 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 LIQUID LIMIT
Legend, based on BS 5930:2015 Code of practice for site investigations Plasticity Liquid Limit C Clay L Low below 35 M Silt I Medium 35 to 50 H High 50 to 70 V Very high 70 to 90 E Extremely high exceeding 90
Organic O append to classification for organic material ( eg CHO ) Note: Moisture Content by BS 1377-2: 1990: Caluse 3.2 Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 232.4 "Opinions and interpretations expressed here in are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland."
TEST CERTIFICATE
Liquid and Plastic Limits
Tested in Accordance with: BS 1377-2: 1990: Clause 4.4 and 5 Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171158 Depth Top [m]: 1.90 Hole No.: WS02 Depth Base [m]: Not Given Sample Reference: Not Given Sample Type: D Soil Description: Brownish grey mottled orangish brown slightly sandy CLAY
Sample Preparation: Tested in natural condition
As Received Moisture Liquid Limit Plastic Limit Plasticity Index % Passing 425µm Content [%] [%] [%] [%] BS Test Sieve
20 53 24 29 100
100
90 A line
80
70 CE
60 CV 50 ME
40 CH MV PLASTICITY PLASTICITY INDEX 30 CI
20 MH CL 10 MI ML 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 LIQUID LIMIT
Legend, based on BS 5930:2015 Code of practice for site investigations Plasticity Liquid Limit C Clay L Low below 35 M Silt I Medium 35 to 50 H High 50 to 70 V Very high 70 to 90 E Extremely high exceeding 90
Organic O append to classification for organic material ( eg CHO ) Note: Moisture Content by BS 1377-2: 1990: Caluse 3.2 Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 232.4 "Opinions and interpretations expressed here in are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland."
TEST CERTIFICATE
Liquid and Plastic Limits
Tested in Accordance with: BS 1377-2: 1990: Clause 4.4 and 5 Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171159 Depth Top [m]: 1.40 Hole No.: WS03 Depth Base [m]: Not Given Sample Reference: Not Given Sample Type: D Soil Description: Brownish grey mottled yellowish brown CLAY
Sample Preparation: Tested in natural condition
As Received Moisture Liquid Limit Plastic Limit Plasticity Index % Passing 425µm Content [%] [%] [%] [%] BS Test Sieve
33 69 32 37 100
100
90 A line
80
70 CE
60 CV 50 ME
40 CH MV PLASTICITY PLASTICITY INDEX 30 CI
20 MH CL 10 MI ML 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 LIQUID LIMIT
Legend, based on BS 5930:2015 Code of practice for site investigations Plasticity Liquid Limit C Clay L Low below 35 M Silt I Medium 35 to 50 H High 50 to 70 V Very high 70 to 90 E Extremely high exceeding 90
Organic O append to classification for organic material ( eg CHO ) Note: Moisture Content by BS 1377-2: 1990: Caluse 3.2 Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 232.4 "Opinions and interpretations expressed here in are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland."
TEST CERTIFICATE
Liquid and Plastic Limits
Tested in Accordance with: BS 1377-2: 1990: Clause 4.4 and 5 Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 28/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171160 Depth Top [m]: 1.30 Hole No.: WS08 Depth Base [m]: Not Given Sample Reference: Not Given Sample Type: D Soil Description: Yellowish brown gravelly sandy CLAY
Sample Preparation: Tested after washing to remove >425um
As Received Moisture Liquid Limit Plastic Limit Plasticity Index % Passing 425µm Content [%] [%] [%] [%] BS Test Sieve
19 37 19 18 62
100
90 A line
80
70 CE
60 CV 50 ME
40 CH MV PLASTICITY PLASTICITY INDEX 30 CI
20 MH CL 10 MI ML 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 LIQUID LIMIT
Legend, based on BS 5930:2015 Code of practice for site investigations Plasticity Liquid Limit C Clay L Low below 35 M Silt I Medium 35 to 50 H High 50 to 70 V Very high 70 to 90 E Extremely high exceeding 90
Organic O append to classification for organic material ( eg CHO ) Note: Moisture Content by BS 1377-2: 1990: Caluse 3.2 Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 232.4 "Opinions and interpretations expressed here in are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland."
TEST CERTIFICATE
Liquid and Plastic Limits
Tested in Accordance with: BS 1377-2: 1990: Clause 4.4 and 5 Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171161 Depth Top [m]: 2.30 Hole No.: WS05 Depth Base [m]: Not Given Sample Reference: Not Given Sample Type: D Soil Description: Greyish brown mottled yellowish brown slightly sandy CLAY
Sample Preparation: Tested in natural condition
As Received Moisture Liquid Limit Plastic Limit Plasticity Index % Passing 425µm Content [%] [%] [%] [%] BS Test Sieve
31 59 29 30 100
100
90 A line
80
70 CE
60 CV 50 ME
40 CH MV PLASTICITY PLASTICITY INDEX 30 CI
20 MH CL 10 MI ML 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 LIQUID LIMIT
Legend, based on BS 5930:2015 Code of practice for site investigations Plasticity Liquid Limit C Clay L Low below 35 M Silt I Medium 35 to 50 H High 50 to 70 V Very high 70 to 90 E Extremely high exceeding 90
Organic O append to classification for organic material ( eg CHO ) Note: Moisture Content by BS 1377-2: 1990: Caluse 3.2 Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 232.4 "Opinions and interpretations expressed here in are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland."
TEST CERTIFICATE
Liquid and Plastic Limits
Tested in Accordance with: BS 1377-2: 1990: Clause 4.4 and 5 Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171162 Depth Top [m]: 0.80 Hole No.: WS04 Depth Base [m]: Not Given Sample Reference: Not Given Sample Type: D Soil Description: Brown slightly gravelly sandy CLAY
Sample Preparation: Tested after washing to remove >425um
As Received Moisture Liquid Limit Plastic Limit Plasticity Index % Passing 425µm Content [%] [%] [%] [%] BS Test Sieve
20 39 20 19 97
100
90 A line
80
70 CE
60 CV 50 ME
40 CH MV PLASTICITY PLASTICITY INDEX 30 CI
20 MH CL 10 MI ML 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 LIQUID LIMIT
Legend, based on BS 5930:2015 Code of practice for site investigations Plasticity Liquid Limit C Clay L Low below 35 M Silt I Medium 35 to 50 H High 50 to 70 V Very high 70 to 90 E Extremely high exceeding 90
Organic O append to classification for organic material ( eg CHO ) Note: Moisture Content by BS 1377-2: 1990: Caluse 3.2 Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 232.4 "Opinions and interpretations expressed here in are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland."
SUMMARY REPORT
Summary of Classification Test Results
Tested in Accordance with: Client: Brownfield Solutions Ltd MC by BS 1377-2: 1990: Clause 3.2; WC by BS EN 17892-1: 2014; Atterberg Client Reference: M4097 by BS 1377-2: 1990: Clause 4.3, Clause 4.4 and 5; PD by BS 1377-2: 1990: Client Address: Job Number: 19-31816 William Smith House, 173 - 183 Witton Clause 8.2 Street, Date Sampled: 27/02 - 28/02/2019 Northwich, Cheshire, CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test results
Sample Atterberg Density
Laboratory Hole MC WC %
Depth Depth Total Type Description Remarks Passing LL PL PI bulk dry PD Reference No. Top Base Porosity# Reference 425um
m m % % % % % % Mg/m3 Mg/m3 Mg/m3 % Not Greyish brown slightly sandy CLAY with fragments of 1171157 WS01 Not Given 2.90 D Atterberg 1 Point 23 100 51 24 27 Given chalk Not Brownish grey mottled orangish brown slightly sandy 1171158 WS02 Not Given 1.90 D Atterberg 1 Point 20 100 53 24 29 Given CLAY Not 1171159 WS03 Not Given 1.40 D Brownish grey mottled yellowish brown CLAY Atterberg 1 Point 33 100 69 32 37 Given Not 1171162 WS04 Not Given 0.80 D Brown slightly gravelly sandy CLAY Atterberg 1 Point 20 97 39 20 19 Given Not Greyish brown mottled yellowish brown slightly sandy 1171161 WS05 Not Given 2.30 D Atterberg 1 Point 31 100 59 29 30 Given CLAY Not 1171160 WS08 Not Given 1.30 D Yellowish brown gravelly sandy CLAY Atterberg 1 Point 19 62 37 19 18 Given
Note: # Non accredited; NP - Non plastic
Comments:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 234.6
"Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland." TEST CERTIFICATE
One Dimensional Consolidation Test
Tested in Accordance with: BS 1377-5: 1990: Clause 3 Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 12/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171154 Depth Top [m]: 1.60 Hole No.: WS03 Depth Base [m]: 2.00 Sample Reference: Not Given Sample Type: U Sample Description: Mottled brown CLAY
0.940 eo 0.920 0.900 0.880 0.860
0.840 Voids Ratio Voids 0.820 0.800 0.780 0.760 0.740
120.00 100.00 80.00 60.00
40.00 /yr (log time) (log /yr 2 20.00 0.00
Cv m Cv 1 10 100 1000 10000 Applied Pressure kPa
Applied Voids Cv Cv Preparation Mv Csec Pressure ratio ( t50, log ) ( t90, root ) kPa m2/MN m2/yr m2/yr 0 0.939 - - - - Index tests 20 0.924 0.37 N/A N/A N/A Orientation of the sample Vertical 40 0.921 0.088 4.1 17 N/A Particle density assumed 2.65 Mg/m3 80 0.905 0.21 41 52 0.00075 Liquid limit N/A % 160 0.854 0.33 110 82 0.0013 Plastic limit N/A % 320 0.786 0.23 19 2.1 0.002 40 0.822 0.073 Specimen details Initial Final Diameter 50.01 - mm Height 20.00 18.80 mm Moisture Content33 33 % Bulk density 1.82 1.93 Mg/m3 Dry density 1.37 1.45 Mg/m3 Voids Ratio 0.939 0.822 Saturation 93 106 % Avg. temperature for test 22.0 °C Swelling PressureNot measured kPa Settlement on saturation %
Note: Cv corrected to 20°C Remarks: Stage 1- swelling
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 172.10 "Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland." TEST CERTIFICATE Unconsolidated Undrained Triaxial Compression Tested in Accordance with: BS 1377-7: 1990: Clause 8
Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 13/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171154 Depth Top [m]: 1.60 Hole No.: WS03 Depth Base [m]: 2.00 Sample Reference: Not Given Sample Type: U Sample Description: Mottled brown CLAY
Test Number 1 Rate of Strain2.00 %/min Length 135.17 mm Cell Pressure32 kPa Diameter 69.48 mm Axial Strain at failure19.1 % Bulk Density1.84 Mg/m3 Deviator Stress, ( σ1 - σ3 )f 75 kPa Moisture Content34 % Undrained Shear Strength, cu37 kPa ½( σ1 - σ3 )f Dry Density1.37 Mg/m3 Mode of Failure Plastic Membrane Correction1.71 kPa Membrane thickness 0.32 mm
Deviator Stress v Axial Strain 120
100
80
60
40
20
Corrected Deviator Stress kPa Stress Deviator Corrected 0 0 2 4 6 8 10 12 14 16 18 20 22 24 Axial Strain % Mohr Circles 60
50
40
30
20 Position within sample
Shear Strength kPa Strength Shear 10
0 0 10 20 30 40 50 60 70 80 90 100 110 120 Normal Stresses kPa
Deviator stress corrected for area change and membrane effects. Mohr circles and their interpretation is not covered by BS1377. Note: This is provided for information only. Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 184.6 "Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland." TEST CERTIFICATE Unconsolidated Undrained Triaxial Compression Tested in Accordance with: BS 1377-7: 1990: Clause 8
Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 13/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171155 Depth Top [m]: 2.55 Hole No.: WS02 Depth Base [m]: 2.80 Sample Reference: Not Given Sample Type: U Sample Description: Dark grey to yellowish brown CLAY
Test Number 1 Rate of Strain2.00 %/min Length 136.65 mm Cell Pressure51 kPa Diameter 70.31 mm Axial Strain at failure3.5 % Bulk Density1.96 Mg/m3 Deviator Stress, ( σ1 - σ3 )f 460 kPa Moisture Content22 % Undrained Shear Strength, cu230 kPa ½( σ1 - σ3 )f Dry Density1.60 Mg/m3 Mode of Failure Brittle Membrane Correction0.47 kPa Membrane thickness 0.34 mm
Deviator Stress v Axial Strain 600
500
400
300
200
100
Corrected Deviator Stress kPa Stress Deviator Corrected 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Axial Strain % Mohr Circles 300
250
200
150
100 Position within sample
Shear Strength kPa Strength Shear 50
0 0 50 100 150 200 250 300 350 400 450 500 550 600 Normal Stresses kPa
Deviator stress corrected for area change and membrane effects. Mohr circles and their interpretation is not covered by BS1377. Note: This is provided for information only. Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 184.6 "Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland." TEST CERTIFICATE Unconsolidated Undrained Triaxial Compression Tested in Accordance with: BS 1377-7: 1990: Clause 8
Client: Brownfield Solutions Ltd Client Reference: M4097 Client Address: William Smith House, 173 - 183 Witton Street, Job Number: 19-31816 Northwich, Cheshire, Date Sampled: 27/02/2019 CW9 5LP Date Received: 06/03/2019 Contact: Loren Gakhal Date Tested: 13/03/2019 Site Name: Methenue Park, Chippenham Sampled By: LG Site Address: Not Given Test Results: Laboratory Reference: 1171156 Depth Top [m]: 3.60 Hole No.: WS01 Depth Base [m]: 4.00 Sample Reference: Not Given Sample Type: U Sample Description: Dark grey CLAY
Test Number 1 Rate of Strain2.00 %/min Length 138.58 mm Cell Pressure72 kPa Diameter 63.97 mm Axial Strain at failure12.1 % Bulk Density2.06 Mg/m3 Deviator Stress, ( σ1 - σ3 )f 195 kPa Moisture Content24 % Undrained Shear Strength, cu98 kPa ½( σ1 - σ3 )f Dry Density1.67 Mg/m3 Mode of Failure Plastic Membrane Correction0.88 kPa Membrane thickness 0.22 mm
Deviator Stress v Axial Strain 300
250
200
150
100
50
Corrected Deviator Stress kPa Stress Deviator Corrected 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Axial Strain % Mohr Circles 150
125
100
75
50 Position within sample
Shear Strength kPa Strength Shear 25
0 0 25 50 75 100 125 150 175 200 225 250 275 300 Normal Stresses kPa
Deviator stress corrected for area change and membrane effects. Mohr circles and their interpretation is not covered by BS1377. Note: This is provided for information only. Remarks:
Approved: Dariusz Piotrowski Signed: Darren Berrill piotrowskid PL Geotechnical Laboratory Manager berrilld Geotechnical General Manager Date Reported: 20/03/2019 GF 184.6 "Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation. This report may not be reproduced other than in full without the prior written approval of the issuing laboratory. The results included within the report are representative of the samples submitted for analysis. Page 1 of 1 for and on behalf of i2 Analytical Ltd The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland." LG/M4097/8140
APPENDIX I Monitoring Results
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham LIDL GMBH
Mentuen Park, Chippenham
M4097 Ground Gas Monitoring Results Key 26/03/2019 ND Not Detected NA Not Available NGW No Groundwater
Percentage Concentrations Parts per Million mb Carbon Hydrogen Carbon Oxygen Methane Atm Ambient Dioxide LEL Sulphide Monoxide Monitored by Equipment Weather Pressure Trend (O2) (CH4) Pressure (CO2) (H2S) (CO) Start 21.2 0.0 0.0 0.0 NA NA 1032 MS GA2000 Clear Steady Finish 21.5 0.0 0.0 0.0 NA NA 1032
Percentage Concentrations Parts Per Million m bgl litres/hour mb litres/hour litres/hour Carbon Hydrogen Carbon State Oxygen Methane Relative Sheen Location Dioxide LEL Sulphide Monoxide Water Level Flow Qhg CO2 Qhg CH4 Notes (Peak/Steady) (O2) (CH4) Pressure (Y/N) (CO2) (H2S) (CO)
Peak 19.1 0.3 ND 0.0 0.0 NA WS02 3.74 0.0 0.0 No 0.00 0.00 Steady 19.4 0.3 ND 0.0 0.0 NA
Peak 21.2 0.1 ND 0.0 0.0 NA WS04 1.25 0.0 0.0 No 0.00 0.00 Steady 21.3 0.1 ND 0.0 0.0 NA
Peak 19.8 0.3 ND 0.0 0.0 NA WS05 2.15 0.0 0.0 No 0.00 0.00 Steady 20.0 0.3 ND 0.0 0.0 NA
Peak 20.8 0.2 ND 0.0 0.0 NA WS07 1.95 0.0 0.0 No 0.00 0.00 Steady 20.9 0.2 ND 0.0 0.0 NA
Peak 20.1 0.3 ND 0.0 0.0 NA WS09 2.74 0.0 0.0 No 0.00 0.00 Steady 20.3 0.2 ND 0.0 0.0 NA
Peak 19.0 0.5 ND 0.0 0.0 NA WS10 2.03 0.1 0.1 No 0.00 0.00 Steady 19.3 0.4 ND 0.0 0.0 NA LG/M4097/8140
APPENDIX J Soak Away Results
Geo-Environmental Assessment Report Aldi Stores Ltd Methuen Park, Chippenham