Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service
Datasheet
Order Details:Order Number:
Customer Reference:
National Grid Reference:
Slice:
Site Area (Ha):
Search Buffer (m):
Site Details:
Client Details:
67922248_1_1
38473 Terriers Farm
487810, 195100
A
21.9
1000
Terriers FarmHigh Wycombe
Miss K Daddo-LangloisEastwood & Partners LtdSt Andrews House23 Kingfield RoadSheffieldS11 9AS
Report:®Envirocheck
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service
Summary
Agency & Hydrological
Waste
Hazardous Substances
Geological
Industrial Land Use
Sensitive Land Use
Data Currency
Data Suppliers
Useful Contacts
Introduction
Copyright Notice
Natural England Copyright Notice
Ove Arup Copyright Notice
Peter Brett Associates Copyright Notice
Radon Potential dataset Copyright Notice
The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency/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 the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.
© Landmark Information Group Limited 2015. 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.
Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.
The Data provided in this report was obtained on Licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The information and data supplied in the product are derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.
The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.
Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
Report Section Page Number
Contents
Report Version v49.0
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1
7
-
8
15
17
18
22
23
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service
Summary
Data Type PageNumber On Site 0 to 250m 251 to 500m
Agency & Hydrological
501 to 1000m
Contaminated Land Register Entries and Notices
Discharge Consents
Enforcement and Prohibition Notices
Integrated Pollution Controls
Integrated Pollution Prevention And Control
Local Authority Integrated Pollution Prevention And Control
Local Authority Pollution Prevention and Controls
Local Authority Pollution Prevention and Control Enforcements
Nearest Surface Water Feature
Pollution Incidents to Controlled Waters
Prosecutions Relating to Authorised Processes
Prosecutions Relating to Controlled Waters
Registered Radioactive Substances
River Quality
River Quality Biology Sampling Points
River Quality Chemistry Sampling Points
Substantiated Pollution Incident Register
Water Abstractions
Water Industry Act Referrals
Groundwater Vulnerability
Bedrock Aquifer Designations
Superficial Aquifer Designations
Source Protection Zones
Extreme Flooding from Rivers or Sea without Defences
Flooding from Rivers or Sea without Defences
Areas Benefiting from Flood Defences
Flood Water Storage Areas
Flood Defences
Detailed River Network Lines
Detailed River Network Offline Drainage
Yes
Yes
Yes
Yes
1
1
1
1
n/a
n/a
n/a
1
2
1
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
(*10)
(*up to 2000m)
pg 1
pg 2
pg 3
pg 3
pg 3
pg 5
pg 5
pg 5
pg 6
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service
Summary
Data Type PageNumber On Site 0 to 250m 251 to 500m
Waste
Hazardous Substances
Geological
501 to 1000m
BGS Recorded Landfill Sites
Historical Landfill Sites
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries)
Licensed Waste Management Facilities (Locations)
Local Authority Recorded Landfill Sites
Registered Landfill Sites
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites
Control of Major Accident Hazards Sites (COMAH)
Explosive Sites
Notification of Installations Handling Hazardous Substances (NIHHS)
Planning Hazardous Substance Consents
Planning Hazardous Substance Enforcements
BGS 1:625,000 Solid Geology
BGS Estimated Soil Chemistry
BGS Recorded Mineral Sites
BGS Urban Soil Chemistry
BGS Urban Soil Chemistry Averages
Brine Compensation Area
Coal Mining Affected Areas
Mining Instability
Man-Made Mining Cavities
Natural Cavities
Non Coal Mining Areas of Great Britain
Potential for Collapsible Ground Stability Hazards
Potential for Compressible Ground Stability Hazards
Potential for Ground Dissolution Stability Hazards
Potential for Landslide Ground Stability Hazards
Potential for Running Sand Ground Stability Hazards
Potential for Shrinking or Swelling Clay Ground Stability Hazards
Radon Potential - Radon Affected Areas
Radon Potential - Radon Protection Measures
Yes
Yes
Yes
Yes
Yes
Yes
Yes
n/a
Yes
1
n/a
n/a
n/a
1
Yes
n/a
n/a
n/a
Yes
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Yes
n/a
n/a
n/a
1
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
(*up to 2000m)
pg 8
pg 8
pg 13
pg 13
pg 13
pg 13
pg 13
pg 13
pg 14
pg 14
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service
Summary
Data Type PageNumber On Site 0 to 250m 251 to 500m
Industrial Land Use
Sensitive Land Use
501 to 1000m
Contemporary Trade Directory Entries
Fuel Station Entries
Areas of Adopted Green Belt
Areas of Unadopted Green Belt
Areas of Outstanding Natural Beauty
Environmentally Sensitive Areas
Forest Parks
Local Nature Reserves
Marine Nature Reserves
National Nature Reserves
National Parks
Nitrate Sensitive Areas
Nitrate Vulnerable Zones
Ramsar Sites
Sites of Special Scientific Interest
Special Areas of Conservation
Special Protection Areas
9
1
1
1
3 n/a
1
1
(*up to 2000m)
pg 15
pg 16
pg 17
pg 17
pg 17
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 1 of 23
Agency & Hydrological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
1
2
3
4
Discharge Consents
Discharge Consents
Discharge Consents
Discharge Consents
A8NW(E)
A8SW(SE)
A11NW(NW)
A11NW(N)
20
317
441
517
2
2
2
2
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Mr Antony DryeDomestic Property (Multiple)Yeomans Gate Amersham Road Haslemere Buckinghamshire Hp13 5ajEnvironment Agency, Thames RegionNot SuppliedEprup3026gy13rd August 20123rd August 2012Not SuppliedSewage Discharges - Final/Treated Effluent - Not Water CompanyLand/Soakaway
GroundwaterNew issued under EPR 2010Located by supplier to within 10m
Thames Water Utilities LtdSewerage Network - Pumping Station - Water CompanyFreemantle Road (Slough Group)Environment Agency, Thames RegionNot SuppliedTemp.100012nd November 19892nd November 198927th January 1997Sewage Discharges - Pumping Station - Water CompanyFreshwater Stream/River
Hughenden StreamAuthorisation revokedRevokedLocated by supplier to within 100m
The OccupierUndefined Or OtherThe Barns, Kingshill Road, Fourashes, Hughenden, BucksEnvironment Agency, Thames RegionNot GivenCtcu.0868119th June 197919th June 19791st October 1996Sewage Discharges - Final/Treated Effluent - Not Water CompanyInto Land
Chalk StrataLapsed (under Environment Act 1995, Schedule 23)Located by supplier to within 100m
Mr. Mark BowlerUndefined Or OtherThe Barns, Kingshill Road, Fourashes, Hughenden, BucksEnvironment Agency, Thames RegionNot GivenCTCU.0869119th June 197919th June 1979Not SuppliedSewage Discharges - Final/Treated Effluent - Not Water CompanyInto Land
Clay With Flint StrataTransferred from Water Resources Act 1963Located by supplier to within 100m
488152195014
488100194600
487600195600
487600195700
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Agency & Hydrological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
5
6
7
8
9
Discharge Consents
Discharge Consents
Discharge Consents
Discharge Consents
Local Authority Pollution Prevention and Controls
A15SW(N)
A15SW(N)
A16NW(N)
A4SE(SE)
A7SE(S)
666
730
772
953
90
2
2
2
2
3
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Operator:Property Type:Location:Authority:Catchment Area:Reference:Permit Version:Effective Date:Issued Date:Revocation Date:Discharge Type:Discharge Environment:Receiving Water:Status:Positional Accuracy:
Name:Location:Authority:Permit Reference:Dated:Process Type:Description:Status:Positional Accuracy:
Mr. S.A. TillingDomestic Property (Single)High Trees, Four Ashes Road, High Wycombe, BuckinghamshireEnvironment Agency, Thames RegionNot GivenCNTM.106813rd September 19933rd September 1993Not SuppliedSewage Discharges - Final/Treated Effluent - Not Water CompanyInto Land
ChalkNew Consent, by Application (Water Resources Act 1991, Section 88)Located by supplier to within 100m
Dr. W.G. RapeportDomestic Property (Single)Uplands Cottage, Four Ashes Road, High Wycombe, BucksEnvironment Agency, Thames RegionNot GivenCTCU.179917th September 19847th September 1984Not SuppliedSewage Discharges - Final/Treated Effluent - Not Water CompanyInto Land
Chalk StrataTransferred from Water Resources Act 1963Located by supplier to within 10m
The OccupierRecreational & CulturalChanging Rooms, Widmer End Tennis Club, Widmer End, High WycombeEnvironment Agency, Thames RegionNot GivenCtcu.1865121st November 198421st November 19841st October 1996Sewage Discharges - Final/Treated Effluent - Not Water CompanyInto Land
Chalk StrataLapsed (under Environment Act 1995, Schedule 23)Located by supplier to within 100m
Thames Water Utilities LtdSewerage Network - Pumping Station - Water CompanyTotteridge LaneEnvironment Agency, Thames RegionNot SuppliedTemp.211912nd November 19892nd November 198927th January 1997Sewage Discharges - Pumping Station - Water CompanyFreshwater Stream/River
WeyAuthorisation revokedRevokedLocated by supplier to within 100m
Wycombe North ExpressAmersham Road, HIGH WYCOMBE, Buckinghamshire, HP13Wycombe District Council, Environmental ServicesX1410th January 2000Local Authority Air Pollution ControlPG1/14 Petrol filling stationAuthorisedManually positioned to the address or location
487550195850
487510195900
488150196200
488500194100
487876194715
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Agency & Hydrological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
10
11
Local Authority Pollution Prevention and Controls
Nearest Surface Water Feature
Pollution Incidents to Controlled Waters
Water Abstractions
Water Abstractions
Water Abstractions
A7SW(S)
A8NW(E)
A7NE(S)
A9SW(W)
A1NW(SW)
A1NE(SW)
370
0
27
1428
1453
1472
3
-
2
2
2
2
Name:Location:Authority:Permit Reference:Dated:Process Type:Description:Status:Positional Accuracy:
Property Type:Location:Authority:Pollutant:Note:Incident Date:Incident Reference:Catchment Area:Receiving Water:Cause of Incident:Incident Severity:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:
Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Wellesboourne Service StationAmersham Road, HIGH WYCOMBE, Bucks, .Wycombe District Council, Environmental ServicesX1410th January 2000Local Authority Air Pollution ControlPG1/14 Petrol filling stationAuthorisedManually positioned to the road within the address or location
Not GivenHIGH WYCOMBEEnvironment Agency, Thames RegionOils - UnknownConfirmed As A Pollution Incident6th March 1991WE910123Not GivenNot GivenNot GivenCategory 3 - Minor IncidentLocated by supplier to within 100m
Cornwell Parker Furniture Ltd28/39/25/0073Not SuppliedTemple End, HIGH WYCOMBEEnvironment Agency, Thames RegionBoiler FeedNot SuppliedRiver121500Not SuppliedNot SuppliedNot SuppliedNot SuppliedNot SuppliedLocated by supplier to within 100m
De La Rue Security Print28/39/25/0075100De La Rue Security Print Remediation BoreholesEnvironment Agency, Thames RegionEnvironmental: Pollution RemediationWater may be abstracted from a single pointGroundwaterNot SuppliedNot Supplied75, 200mm Dia Boreholes Of 12m Depth Within A Circular Area Whose Centre Is At Coates Lane Works Su 8635 943001 January31 December19th February 1999Not SuppliedLocated by supplier to within 10m
De La Rue Security Print28/39/25/0029100De La Rue Security PrintEnvironment Agency, Thames RegionPaper and Printing: Non-Evaporative CoolingWater may be abstracted from a single pointGroundwater318295466Land Labelled Works On Map South Of Hughenden Park01 January31 December19th February 1999Not SuppliedLocated by supplier to within 10m
487613194510
488092195015
487800194800
486300195300
486350194300
486400194160
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Agency & Hydrological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
Water Abstractions
Water Abstractions
Water Abstractions
Water Abstractions
A1NE(SW)
A9SW(W)
A9SW(W)
(SW)
1472
1621
1621
1817
2
2
2
2
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:
Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:
Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:
Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
De La Rue Security Print28/39/25/0029100De La Rue Security PrintEnvironment Agency, Thames RegionPaper And Printing: Process WaterWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedLand Labelled Works On Map South Of Hughenden Park01 January31 December19th February 1999Not SuppliedLocated by supplier to within 10m
The National Trust28/39/25/0045100Hughenden Manor WellEnvironment Agency, Thames RegionGeneral Farming And DomesticWater may be abstracted from a single pointGroundwater7181Same As Purpose One The Hughendon Estate East Of The Stream.01 January31 December9th January 1967Not SuppliedLocated by supplier to within 100m
The National Trust28/39/25/0045100Hughenden Manor WellEnvironment Agency, Thames RegionHousehold Water Supply: Drinking; Cooking; Sanitary; Washing; (Small Garden)Water may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedHughenden Manor Estate Land East Of The Stream To The Manor. North To The Church And South To The Lodge.Including 15 Households Other Than The Licenceholder'S.01 January31 December9th January 1967Not SuppliedLocated by supplier to within 10m
Parker-Knoll Ltd28/39/25/0009Not SuppliedTemple End, HIGH WYCOMBEEnvironment Agency, Thames RegionCoolingNot SuppliedRiver4511169Additional Purpose(s) - Boiler Feed (972). Status: Revoked; Lapsed Or CancelledNot SuppliedNot SuppliedNot SuppliedNot SuppliedLocated by supplier to within 100m
486400194160
486100195300
486100195300
486400193600
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 5 of 23
Agency & Hydrological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
Water Abstractions
Water Abstractions
Water Abstractions
Groundwater Vulnerability
Groundwater Vulnerability
Drift Deposits
Bedrock Aquifer Designations
Bedrock Aquifer Designations
Superficial Aquifer Designations
A13NE(NW)
A13NE(NW)
A13NE(NW)
A7NE(SE)
A7NW(SW)
A7NE(SE)
A7NE(S)
A7NE(SE)
A7NE(S)
1870
1870
1870
0
0
0
0
0
0
2
2
2
2
2
2
4
4
4
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:Authorised Start:Authorised End:Permit Start Date:Permit End Date:Positional Accuracy:
Soil Classification:
Map Sheet:Scale:
Soil Classification:
Map Sheet:Scale:
Drift Deposit:
Map Sheet:Scale:
Aquifer Designation:
Aquifer Designation:
Aquifer Designation:
Affinity Water Limited28/39/25/0047102Hughenden Pumping StationEnvironment Agency, Thames RegionPublic Water Supply: Potable Water Supply - DirectWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 January31 December14th November 2012Not SuppliedLocated by supplier to within 100m
Veolia Water Central Limited28/39/25/0047101Hughenden Pumping StationEnvironment Agency, Thames RegionPublic Water Supply: Potable Water Supply - DirectWater may be abstracted from a single pointGroundwaterNot SuppliedNot SuppliedNot Supplied01 January31 December20th July 2009Not SuppliedLocated by supplier to within 100m
Three Valleys Water Plc28/39/25/0047100Hughenden Pumping StationEnvironment Agency, Thames RegionPublic Water Supply: Potable Water Supply - DirectWater may be abstracted from a single pointGroundwater2273831917Chalk (Undifferentiated)01 January31 December12th June 1967Not SuppliedLocated by supplier to within 100m
Soils of Intermediate Leaching Potential (I1) - Soils which can possibly transmit a wide range of pollutantsSheet 39 West London1:100,000
Soils of High Leaching Potential (U) - Soil information for restored mineral workings and urban areas is based on fewer observations than elsewhere. A worst case vulnerability classification (H) assumed, until proved otherwiseSheet 39 West London1:100,000
Low permeability drift deposits occuring at the surface and overlying Major andMinor Aquifers are head, clay-with-flints, brickearth, peat, river terrace depositsand marine and estuarine alluviumSheet 39 West London1:100,000
Principal Aquifer
Principal Aquifer
Unproductive Strata
486400196400
486400196400
486400196400
487814195099
487655194921
487814195099
487814195000
487814195099
487814195000
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 6 of 23
Agency & Hydrological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
12
13
Superficial Aquifer Designations
Source Protection Zones
Source Protection Zones
Extreme Flooding from Rivers or Sea without Defences
Flooding from Rivers or Sea without Defences
Areas Benefiting from Flood Defences
Flood Water Storage Areas
Flood Defences
Detailed River Network Lines
Detailed River Network Offline Drainage
A7NE(SE)
A7NE(SE)
A8SW(SE)
0
0
218
4
2
2
Aquifer Designation:
Name:Source:Reference:Type:
Name:Source:Reference:Type:
Unproductive Strata
VariousEnvironment Agency, Head OfficeNot SuppliedZone III (Total Catchment): The total area needed to support the discharge from the protected groundwater source.
VariousEnvironment Agency, Head OfficeNot SuppliedZone II (Outer Protection Zone): Either 25% of the source area or a 400 day travel time whichever is greater.
None
None
None
None
None
None
None
487814195099
487814195099
488059194679
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Waste
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
Local Authority Landfill Coverage
Local Authority Landfill Coverage
0
0
3
8
Name:
Name:
Wycombe District Council - Has supplied landfill data
Buckinghamshire County Council - Has supplied landfill data
487814195099
487814195099
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 8 of 23
Geological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
BGS 1:625,000 Solid Geology
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
A7NE(SE)
A7NE(SE)
A7NE(E)
A7NE(S)
A7NE(SE)
A8SW(SE)
A7NW(W)
0
0
0
0
28
251
292
4
4
4
4
4
4
4
Description:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
White Chalk Subgroup
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
487814195099
487814195099
488000195099
487814195000
488000195000
488149194777
487385195000
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 9 of 23
Geological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
A7NW(W)
A8NE(E)
A6NE(W)
A6NE(W)
A15SE(N)
A3NE(S)
292
302
404
418
544
602
4
4
4
4
4
4
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
487428195124
488679195000
487294195125
487266195000
488000196000
488000194217
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 10 of 23
Geological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
A15SE(N)
A10NE(NW)
A6NW(W)
A6NW(W)
A6NW(W)
A6NW(W)
607
650
672
679
683
703
4
4
4
4
4
4
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
40 - 60 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
40 - 60 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
487814196000
487267195526
487000195000
487000195027
487000195099
487000195110
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 11 of 23
Geological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
A6SW(W)
A3SW(S)
A10NE(NW)
A3SE(S)
A3SE(S)
A3SE(S)
716
763
768
802
813
814
4
4
4
4
4
4
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
486970194766
487614194078
487124195526
487814194000
487722194000
487722194000
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 12 of 23
Geological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
BGS Estimated Soil Chemistry
A3SE(S)
A4SW(S)
A3SW(S)
A2NW(SW)
A10NW(NW)
A14SE(NW)
815
838
841
841
901
977
4
4
4
4
4
4
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
Source:Soil Sample Type:Arsenic Concentration:Cadmium Concentration:Chromium Concentration:Lead Concentration:Nickel Concentration:
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
60 - 90 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
40 - 60 mg/kg
<150 mg/kg15 - 30 mg/kg
British Geological Survey, National Geoscience Information ServiceRural Soil<15 mg/kg
<1.8 mg/kg
40 - 60 mg/kg
<150 mg/kg15 - 30 mg/kg
488000194000
488097194000
487605194000
487000194394
486973195532
487242196000
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 13 of 23
Geological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
14BGS Recorded Mineral Sites
BGS Measured Urban Soil Chemistry
BGS Urban Soil Chemistry Averages
Coal Mining Affected Areas
Man-Made Mining Cavities
Natural Cavities
Non Coal Mining Areas of Great Britain
Non Coal Mining Areas of Great Britain
Non Coal Mining Areas of Great Britain
Potential for Collapsible Ground Stability Hazards
Potential for Collapsible Ground Stability Hazards
Potential for Compressible Ground Stability Hazards
Potential for Compressible Ground Stability Hazards
Potential for Ground Dissolution Stability Hazards
Potential for Ground Dissolution Stability Hazards
A8NE(E)
A8NE(E)
A2SE(SW)
A7NE(SE)
A7NE(S)
A11SE(N)
A7NE(SE)
A7NE(S)
A7NE(SE)
A7NE(S)
A11SE(N)
A7NE(SE)
73
67
876
0
0
0
0
0
0
0
0
0
4
5
5
4
4
4
4
4
4
4
4
4
Site Name:Location:Source:Reference:Type:Status:Operator:Operator Location:Periodic Type:Geology:Commodity:Positional Accuracy:
Easting:Northing:Distance:Quadrant Reference:Quadrant Reference:Bearing Ref:Cavity Type:Commodity:Solid Geology Detail:Superficial Geology Detail:
Easting:Northing:Distance:Quadrant Reference:Quadrant Reference:Bearing Ref:Cavity Type:Solid Geology Detail:Superficial Geology Detail:
Risk:Source:
Risk:Source:
Risk:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazlemere Brick Works, Hazlemere, High Wycombe, BuckinghamshireBritish Geological Survey, National Geoscience Information Service78722OpencastCeasedUnknown OperatorUnknown OperatorNeogeneClay-With-Flints FormationCommon Clay and ShaleLocated by supplier to within 10m
48840019510067A8NEEHistorical Brick Works-Potential Chalk MiningChalkChalk GroupClay-with-Flints
487300194100876A2SESWSolution Pipe x 3Chalk GroupClay with flints
UnlikelyBritish Geological Survey, National Geoscience Information Service
UnlikelyBritish Geological Survey, National Geoscience Information Service
Highly UnlikelyBritish Geological Survey, National Geoscience Information Service
Very LowBritish Geological Survey, National Geoscience Information Service
Very LowBritish Geological Survey, National Geoscience Information Service
No HazardBritish Geological Survey, National Geoscience Information Service
No HazardBritish Geological Survey, National Geoscience Information Service
LowBritish Geological Survey, National Geoscience Information Service
ModerateBritish Geological Survey, National Geoscience Information Service
No data available
No data available
In an area that might not be affected by coal mining
488446195105
488400195100
487300194100
487814195099
487814195000
487814195275
487814195099
487814195000
487814195099
487814195000
487809195285
487814195099
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 14 of 23
Geological
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
Potential for Ground Dissolution Stability Hazards
Potential for Landslide Ground Stability Hazards
Potential for Landslide Ground Stability Hazards
Potential for Landslide Ground Stability Hazards
Potential for Running Sand Ground Stability Hazards
Potential for Running Sand Ground Stability Hazards
Potential for Shrinking or Swelling Clay Ground Stability Hazards
Potential for Shrinking or Swelling Clay Ground Stability Hazards
Radon Potential - Radon Protection Measures
Radon Potential - Radon Protection Measures
Radon Potential - Radon Affected Areas
Radon Potential - Radon Affected Areas
A7NE(S)
A7NE(SE)
A7NE(S)
A8SW(SE)
A7NE(SE)
A7NE(S)
A7NE(SE)
A7NE(S)
A7NE(S)
A7NE(SE)
A7NE(S)
A7NE(SE)
0
0
0
229
0
0
0
0
0
0
0
0
4
4
4
4
4
4
4
4
4
4
4
4
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Hazard Potential:Source:
Protection Measure:
Source:
Protection Measure:
Source:
Affected Area:
Source:
Affected Area:
Source:
ModerateBritish Geological Survey, National Geoscience Information Service
Very LowBritish Geological Survey, National Geoscience Information Service
Very LowBritish Geological Survey, National Geoscience Information Service
LowBritish Geological Survey, National Geoscience Information Service
No HazardBritish Geological Survey, National Geoscience Information Service
No HazardBritish Geological Survey, National Geoscience Information Service
LowBritish Geological Survey, National Geoscience Information Service
LowBritish Geological Survey, National Geoscience Information Service
No radon protective measures are necessary in the construction of new dwellings or extensionsBritish Geological Survey, National Geoscience Information Service
No radon protective measures are necessary in the construction of new dwellings or extensionsBritish Geological Survey, National Geoscience Information Service
The property is in a lower probability radon area, as less than 1% of homes are above the action levelBritish Geological Survey, National Geoscience Information Service
The property is in a lower probability radon area, as less than 1% of homes are above the action levelBritish Geological Survey, National Geoscience Information Service
487814195000
487814195099
487814195000
488080194743
487814195099
487814195000
487814195099
487814195000
487814195000
487814195099
487814195000
487814195099
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 15 of 23
Industrial Land Use
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
15
16
17
18
19
19
20
21
22
23
23
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
Contemporary Trade Directory Entries
A7NE(SW)
A7SE(S)
A7SE(S)
A7SE(S)
A8NW(E)
A8NW(E)
A12SE(E)
A7NW(W)
A7SE(S)
A7SW(S)
A7SW(S)
38
41
90
107
147
147
165
211
248
299
299
-
-
-
-
-
-
-
-
-
-
-
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:
Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Classification:Status:Positional Accuracy:
Chiltern Car SalesTerriers Farm, Kingshill Road, High Wycombe, Buckinghamshire, HP13 5BBCar Dealers - UsedActiveAutomatically positioned to the address
EssoAmersham Road, High Wycombe, Buckinghamshire, HP13 5APPetrol Filling StationsActiveManually positioned within the geographical locality
Abee Plumbing & Heating167, Amersham Road, High Wycombe, Buckinghamshire, HP13 5AEBoilers - Servicing, Replacements & RepairsInactiveAutomatically positioned to the address
Tesco ExpressAmersham Road, High Wycombe, Buckinghamshire, HP13 5AFPetrol Filling StationsInactiveAutomatically positioned to the address
Countrywide Cleaning2, Beechlands, Hazlemere, High Wycombe, Buckinghamshire, HP15 7FECommercial Cleaning ServicesActiveAutomatically positioned to the address
Combined Cleaning Services2, Beechlands, Hazlemere, High Wycombe, Buckinghamshire, HP15 7FECleaning Services - DomesticActiveAutomatically positioned to the address
Vikary Industrial Products Ltd251, Amersham Road, Hazlemere, High Wycombe, Buckinghamshire, HP15 7QWCatering EquipmentInactiveAutomatically positioned to the address
Green House Cleaning Services1, Kingshill Court, High Wycombe, Buckinghamshire, HP13 5FNCleaning Services - DomesticActiveAutomatically positioned to the address
Ovenproud41, Geralds Road, High Wycombe, Buckinghamshire, HP13 6BNCleaning Services - DomesticActiveAutomatically positioned to the address
Terriers Autos98, Amersham Road, High Wycombe, Buckinghamshire, HP13 5ABGarage ServicesInactiveAutomatically positioned to the address
Walker Patterns Ltd98, Amersham Road, High Wycombe, Buckinghamshire, HP13 5ABPattern Makers - IndustrialInactiveAutomatically positioned to the address
487775195052
487797194786
487823194719
487896194703
488247194928
488247194928
488596195164
487525195118
487825194557
487688194553
487688194553
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 16 of 23
Industrial Land Use
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
24
25
26
Contemporary Trade Directory Entries
Fuel Station Entries
Fuel Station Entries
A7SW(SW)
A7SE(S)
A3SW(S)
352
102
940
-
-
-
Name:Location:Classification:Status:Positional Accuracy:
Name:Location:Brand:Premises Type:Status:Positional Accuracy:
Name:Location:Brand:Premises Type:Status:Positional Accuracy:
Hiab Service23, Green Road, High Wycombe, Buckinghamshire, HP13 5BDRoad Haulage ServicesActiveAutomatically positioned to the address
Wycombe North ExpressAmersham Road, High Wycombe, Buckinghamshire, HP13 5APEssoPetrol StationOpenManually positioned to the address or location
The Wystream Motor CompanyArnison Avenue, HIGH WYCOMBE, Buckinghamshire, HP13 6DDObsoleteNot ApplicableObsoleteAutomatically positioned to the address
487394194682
487901194711
487674193880
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 17 of 23
Sensitive Land Use
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
27
28
29
Areas of Adopted Green Belt
Areas of Outstanding Natural Beauty
Sites of Special Scientific Interest
A11SW(NW)
A11SE(NW)
A10SE(NW)
99
1
676
6
7
7
Authority:Plan Name:Status:Plan Date:
Name:Multiple Areas:Total Area (m2):Designation Date:Source:
Name:Multiple Areas:Total Area (m2):Source:Reference:Designation Details:Designation Date:Date Type:
Wycombe District Council, Development ControlWycombe District Local Plan To 2011Adopted31st January 2004
ChilternsY838304032.4430th March 1990Natural England
Millfield WoodN95550Natural England1001481Local Wildlife Trust Reserve23rd March 1984Notified
487686195157
487779195131
487142195386
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 18 of 23
Data Currency
Agency & Hydrological Version Update CycleContaminated Land Register Entries and Notices
Discharge Consents
Enforcement and Prohibition Notices
Integrated Pollution Controls
Integrated Pollution Prevention And Control
Local Authority Integrated Pollution Prevention And Control
Local Authority Pollution Prevention and Controls
Local Authority Pollution Prevention and Control Enforcements
Nearest Surface Water Feature
Pollution Incidents to Controlled Waters
Prosecutions Relating to Authorised Processes
Prosecutions Relating to Controlled Waters
River Quality
River Quality Biology Sampling Points
River Quality Chemistry Sampling Points
Substantiated Pollution Incident Register
Water Abstractions
Water Industry Act Referrals
Groundwater Vulnerability
Drift Deposits
Bedrock Aquifer Designations
Superficial Aquifer Designations
Source Protection Zones
April 2014January 2015
January 2015
March 2013
October 2008
January 2015
October 2014September 2014
October 2014September 2014
October 2014September 2014
July 2012
September 1999
March 2013
March 2013
November 2001
July 2012
July 2012
January 2015January 2015
January 2015
January 2015
April 2015
January 1999
October 2012
January 2015
April 2015
Annual Rolling UpdateAnnual Rolling Update
Quarterly
As notified
Not Applicable
Quarterly
Annual Rolling UpdateAnnual Rolling Update
Annual Rolling UpdateAnnual Rolling Update
Annual Rolling UpdateAnnual Rolling Update
Quarterly
Not Applicable
As notified
As notified
Not Applicable
Annually
Annually
QuarterlyQuarterly
Quarterly
Quarterly
Not Applicable
Not Applicable
As notified
As notified
Quarterly
Chiltern District Council - Environmental HealthWycombe District Council - Environmental Services
Environment Agency - Thames Region
Environment Agency - Thames Region
Environment Agency - Thames Region
Environment Agency - Thames Region
Chiltern District Council - Environmental HealthWycombe District Council - Environmental Services
Chiltern District Council - Environmental HealthWycombe District Council - Environmental Services
Chiltern District Council - Environmental HealthWycombe District Council - Environmental Services
Ordnance Survey
Environment Agency - Thames Region
Environment Agency - Thames Region
Environment Agency - Thames Region
Environment Agency - Head Office
Environment Agency - Head Office
Environment Agency - Head Office
Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area
Environment Agency - Thames Region
Environment Agency - Thames Region
Environment Agency - Head Office
Environment Agency - Head Office
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
Environment Agency - Head Office
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 19 of 23
Data Currency
Agency & Hydrological
Waste
Version
Version
Update Cycle
Update Cycle
Extreme Flooding from Rivers or Sea without Defences
Flooding from Rivers or Sea without Defences
Areas Benefiting from Flood Defences
Flood Water Storage Areas
Flood Defences
Detailed River Network Lines
Detailed River Network Offline Drainage
BGS Recorded Landfill Sites
Historical Landfill Sites
Integrated Pollution Control Registered Waste Sites
Licensed Waste Management Facilities (Landfill Boundaries)
Licensed Waste Management Facilities (Locations)
Local Authority Landfill Coverage
Local Authority Recorded Landfill Sites
Registered Landfill Sites
Registered Waste Transfer Sites
Registered Waste Treatment or Disposal Sites
May 2015
May 2015
May 2015
May 2015
May 2015
March 2012
March 2012
June 1996
February 2015February 2015
October 2008
August 2014August 2014
August 2014August 2014
May 2000May 2000May 2000
May 2000May 2000May 2000
March 2003March 2003
March 2003March 2003
March 2003March 2003
Quarterly
Quarterly
Quarterly
Quarterly
Quarterly
Annually
Annually
Not Applicable
QuarterlyQuarterly
Not Applicable
QuarterlyQuarterly
QuarterlyQuarterly
Not ApplicableNot ApplicableNot Applicable
Not ApplicableNot ApplicableNot Applicable
Not ApplicableNot Applicable
Not ApplicableNot Applicable
Not ApplicableNot Applicable
Environment Agency - Head Office
Environment Agency - Head Office
Environment Agency - Head Office
Environment Agency - Head Office
Environment Agency - Head Office
Environment Agency - Head Office
Environment Agency - Head Office
British Geological Survey - National Geoscience Information Service
Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area
Environment Agency - Thames Region
Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area
Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area
Buckinghamshire County CouncilChiltern District Council - Environmental HealthWycombe District Council - Environmental Services
Buckinghamshire County CouncilChiltern District Council - Environmental HealthWycombe District Council - Environmental Services
Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area
Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area
Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 20 of 23
Data Currency
Hazardous Substances
Geological
Version
Version
Update Cycle
Update Cycle
Control of Major Accident Hazards Sites (COMAH)
Explosive Sites
Notification of Installations Handling Hazardous Substances (NIHHS)
Planning Hazardous Substance Enforcements
Planning Hazardous Substance Consents
BGS 1:625,000 Solid Geology
BGS Estimated Soil Chemistry
BGS Recorded Mineral Sites
Brine Compensation Area
Coal Mining Affected Areas
Mining Instability
Non Coal Mining Areas of Great Britain
Potential for Collapsible Ground Stability Hazards
Potential for Compressible Ground Stability Hazards
Potential for Ground Dissolution Stability Hazards
Potential for Landslide Ground Stability Hazards
Potential for Running Sand Ground Stability Hazards
Potential for Shrinking or Swelling Clay Ground Stability Hazards
Radon Potential - Radon Affected Areas
Radon Potential - Radon Protection Measures
January 2015
October 2014
November 2000
March 2014September 2013September 2014
March 2014September 2013September 2014
January 2009
January 2010
May 2015
August 2011
March 2014
October 2000
July 2014
June 2014
June 2014
June 2014
June 2014
June 2014
June 2014
July 2011
July 2011
Bi-Annually
Bi-Annually
Not Applicable
Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update
Annual Rolling UpdateAnnual Rolling UpdateAnnual Rolling Update
Not Applicable
Annually
Bi-Annually
Not Applicable
As notified
Not Applicable
Not Applicable
Annually
Annually
Annually
Annually
Annually
Annually
As notified
As notified
Health and Safety Executive
Health and Safety Executive
Health and Safety Executive
Chiltern District Council - Planning DepartmentBuckinghamshire County CouncilWycombe District Council - Development Control
Chiltern District Council - Planning DepartmentBuckinghamshire County CouncilWycombe District Council - Development Control
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
Cheshire Brine Subsidence Compensation Board
The Coal Authority - Mining Report Service
Ove Arup & Partners
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
British Geological Survey - National Geoscience Information Service
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 21 of 23
Data Currency
Industrial Land Use
Sensitive Land Use
Version
Version
Update Cycle
Update Cycle
Contemporary Trade Directory Entries
Fuel Station Entries
Areas of Adopted Green Belt
Areas of Unadopted Green Belt
Areas of Outstanding Natural Beauty
Environmentally Sensitive Areas
Forest Parks
Local Nature Reserves
Marine Nature Reserves
National Nature Reserves
National Parks
Nitrate Sensitive Areas
Nitrate Vulnerable Zones
Ramsar Sites
Sites of Special Scientific Interest
Special Areas of Conservation
Special Protection Areas
February 2015
November 2014
May 2015May 2015
May 2015May 2015
February 2015
August 2014
April 1997
April 2015
July 2013
March 2015
February 2015
February 2012
July 2014
March 2014
April 2015
March 2014
April 2015
Quarterly
Quarterly
As notifiedAs notified
As notifiedAs notified
Bi-Annually
Annually
Not Applicable
Bi-Annually
Bi-Annually
Bi-Annually
Bi-Annually
Not Applicable
Annually
Bi-Annually
Bi-Annually
Bi-Annually
Bi-Annually
Thomson Directories
Catalist Ltd - Experian
Chiltern District Council - Planning DepartmentWycombe District Council - Development Control
Chiltern District Council - Planning DepartmentWycombe District Council - Development Control
Natural England
Natural England
Forestry Commission
Natural England
Natural England
Natural England
Natural England
Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)
Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)
Natural England
Natural England
Natural England
Natural England
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 22 of 23
Data Suppliers
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
Data Supplier Data Supplier Logo
A selection of organisations who provide data within this report
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 23 of 23
Useful Contacts
Contact Name and Address Contact Details
2
3
4
5
6
7
8
-
-
Environment Agency - National Customer Contact Centre (NCCC)
Wycombe District Council - Environmental Services
British Geological Survey - Enquiry Service
Peter Brett Associates
Wycombe District Council - Development Control
Natural England
Buckinghamshire County Council
Public Health England - Radon Survey, Centre for Radiation, Chemical and Environmental Hazards
Landmark Information Group Limited
PO Box 544, Templeborough, Rotherham, S60 1BY
District Council Offices, Queen Victoria Road, High Wycombe, Buckinghamshire, HP11 1BB
British Geological Survey, Kingsley Dunham Centre, Keyworth, Nottingham, Nottinghamshire, NG12 5GG
Caversham Bridge House, Waterman Place, Reading, Berkshire, RG1 8DN
District Council Offices, Queen Victoria Road, High Wycombe, Buckinghamshire, HP11 1BB
Suite D, Unex House, Bourges Boulevard, Peterborough, Cambridgeshire, PE1 1NG
County Hall, Aylesbury, Buckinghamshire, HP20 1UA
Chilton, Didcot, Oxfordshire, OX11 0RQ
Imperium, Imperial Way, Reading, Berkshire, RG2 0TD
Telephone: 08708 506 506Email: [email protected]
Telephone: 01494 461000Fax: 01494 461292Website: www.wycombe.gov.uk
Telephone: 0115 936 3143Fax: 0115 936 3276Email: [email protected]: www.bgs.ac.uk
Telephone: 0118 950 0761Fax: 0118 959 7498Email: [email protected]: www.pba.co.uk
Telephone: 01494 461000Fax: 01494 421108Website: www.wycombe.gov.uk
Telephone: 0845 600 3078Email: [email protected]: www.naturalengland.org.uk
Telephone: 01296 395900Fax: 01296 88887Website: www.buckscc.gov.uk
Telephone: 01235 822622Fax: 01235 833891Email: [email protected]: www.ukradon.org
Telephone: 0844 844 9952Fax: 0844 844 9951Email: [email protected]: www.landmarkinfo.co.uk
Please note that the Environment Agency / Natural Resources Wales / SEPA have a charging policy in place for enquiries.
Order Details
Site DetailsTerriers Farm, High Wycombe
Order Number:Customer Ref:National Grid Reference:Slice:Site Area (Ha):Search Buffer (m):
67922248_1_138473 Terriers Farm487810, 195100A21.91000
Tel:Fax:Web:
0844 844 99520844 844 9951www.envirocheck.co.uk
Page 1 of 5A Landmark Information Group Service v15.0 27-May-2015
Site Sensitivity Context Map - Slice A
Groundwater Vulnerability
Order Details
Site DetailsTerriers Farm, High Wycombe
Order Number:Customer Ref:National Grid Reference:Slice:Site Area (Ha):Search Buffer (m):
67922248_1_138473 Terriers Farm487810, 195100A21.91000
Tel:Fax:Web:
0844 844 99520844 844 9951www.envirocheck.co.uk
Page 2 of 5A Landmark Information Group Service v15.0 27-May-2015
Site Sensitivity Context Map - Slice A
Bedrock Aquifer Designation
Order Details
Site DetailsTerriers Farm, High Wycombe
Order Number:Customer Ref:National Grid Reference:Slice:Site Area (Ha):Search Buffer (m):
67922248_1_138473 Terriers Farm487810, 195100A21.91000
Tel:Fax:Web:
0844 844 99520844 844 9951www.envirocheck.co.uk
Page 3 of 5A Landmark Information Group Service v15.0 27-May-2015
Site Sensitivity Context Map - Slice A
Superficial Aquifer Designation
Order Details
Site DetailsTerriers Farm, High Wycombe
Order Number:Customer Ref:National Grid Reference:Slice:Site Area (Ha):Search Buffer (m):
67922248_1_138473 Terriers Farm487810, 195100A21.91000
Tel:Fax:Web:
0844 844 99520844 844 9951www.envirocheck.co.uk
Page 4 of 5A Landmark Information Group Service v15.0 27-May-2015
Site Sensitivity Context Map - Slice A
Source Protection Zones
Order Details
Site DetailsTerriers Farm, High Wycombe
Order Number:Customer Ref:National Grid Reference:Slice:Site Area (Ha):Search Buffer (m):
67922248_1_138473 Terriers Farm487810, 195100A21.91000
Tel:Fax:Web:
0844 844 99520844 844 9951www.envirocheck.co.uk
Page 5 of 5A Landmark Information Group Service v15.0 27-May-2015
Site Sensitivity Context Map - Slice A
Sensitive Land Uses
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service
BGS Boreholes Datasheet
Order Details:Order Number:
Customer Reference:
National Grid Reference:
Slice:
Site Area (Ha):
Borehole Search Buffer (m):
Site Details:
Client Details:
67922248_1_1
38473 Terriers Farm
487810, 195100
A
21.9
500
Terriers FarmHigh Wycombe
Miss K Daddo-LangloisEastwood & Partners LtdSt Andrews House23 Kingfield RoadSheffieldS11 9AS
Report:®Envirocheck
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service
BGS Boreholes Summary
Data Type PageNumber On Site 0 to 250m 251 to 500m
BGS Boreholes None 15 4pg 1
Introduction
Copyright Notice
The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client.
In the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.
© Landmark Information Group Limited 2015. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property ofLandmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report. A copy of the BGS Borehole Ordering Form is available to download from the Support section of www.envirocheck.co.uk.
Report Version v49.0
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 1 of 3
BGS Boreholes Detail
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
30
30
31
32
33
33
34
35
36
36
36
37
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
A12SE(E)
A12SE(E)
A7NE(S)
A12SE(E)
A8NE(E)
A8NE(E)
A8NE(E)
A8NE(E)
A8NE(E)
A8NE(E)
A8NE(E)
A7SW(S)
9
32
14
35
57
67
126
187
193
211
222
206
4
4
4
4
4
4
4
4
4
4
4
4
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
Su89ne125Hazlemere 14http://scans.bgs.ac.uk/sobi_scans/boreholes/433691/
Su89ne354Kiln Ammersham Road High Wycombe Tp 5http://scans.bgs.ac.uk/sobi_scans/boreholes/12724328/
Su89se895Hazlemere 13http://scans.bgs.ac.uk/sobi_scans/boreholes/433906/
Su89ne342.4Kiln Ammersham Road High Wycombe Tp 4http://scans.bgs.ac.uk/sobi_scans/boreholes/12724326/
Su89ne322.2Kiln Ammersham Road High Wycombe Tp 2http://scans.bgs.ac.uk/sobi_scans/boreholes/12724323/
Su89ne332.7Kiln Ammersham Road High Wycombe Tp 3http://scans.bgs.ac.uk/sobi_scans/boreholes/12724324/
Su89ne313.8Kiln Ammersham Road High Wycombe Tp 1http://scans.bgs.ac.uk/sobi_scans/boreholes/12724322/
Su89ne391.9Hazlemere High Wycombe Tp1http://scans.bgs.ac.uk/sobi_scans/boreholes/15047287/
Su89se1932.8Hazlemere High Wycombe Tp6http://scans.bgs.ac.uk/sobi_scans/boreholes/15047292/
Su89se1911.9Hazlemere High Wycombe Tp4http://scans.bgs.ac.uk/sobi_scans/boreholes/15047290/
Su89se1921.5Hazlemere High Wycombe Tp5http://scans.bgs.ac.uk/sobi_scans/boreholes/15047291/
Su89se21715117 - 131 Amersham Road High Wycombe 2http://scans.bgs.ac.uk/sobi_scans/boreholes/16095163/
488440195180
488450195150
487770194830
488390195130
488440195120
488400195100
488480195060
488560195040
488480194990
488510194980
488480194960
487700194650
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 2 of 3
BGS Boreholes Detail
MapID Details
QuadrantReference (Compass Direction)
EstimatedDistanceFrom Site
Contact NGR
38
39
40
41
41
42
43
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
BGS Boreholes
A7SE(S)
A7SW(S)
A12SE(E)
A8NE(E)
A8NE(E)
A7SW(S)
A12NW(NE)
224
228
239
285
287
367
369
4
4
4
4
4
4
4
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
BGS Reference:Drilled Length (m):Borehole Name:Link to Borehole Scan:
Su89se2166117 - 131 Amersham Road High Wycombe 1http://scans.bgs.ac.uk/sobi_scans/boreholes/16095161/
Su89se2186117 - 131 Amersham Road High Wycombe 3http://scans.bgs.ac.uk/sobi_scans/boreholes/16095164/
Su89ne135Hazlemere 15http://scans.bgs.ac.uk/sobi_scans/boreholes/433692/
Su89se1901.8Hazlemere High Wycombe Tp3http://scans.bgs.ac.uk/sobi_scans/boreholes/15047289/
Su89se1892.1Hazlemere High Wycombe Tp2http://scans.bgs.ac.uk/sobi_scans/boreholes/15047288/
Su89se885Hazlemere 12http://scans.bgs.ac.uk/sobi_scans/boreholes/433905/
Su89ne40155Grange Farm Nursery, High Wycombehttp://scans.bgs.ac.uk/sobi_scans/boreholes/15605560/
487720194620
487670194640
488670195160
488590194940
488620194960
487640194500
488200195800
Order Number: 67922248_1_1 Date: 27-May-2015 rpr_ec_datasheet v49.0 A Landmark Information Group Service Page 3 of 3
Data Currency and Contact Details
BGS Boreholes Version Update CycleBGS Boreholes
April 2015 QuarterlyBritish Geological Survey - National Geoscience Information Service
Contact Details Contact Logo
4
-
British Geological Survey - Enquiry Service
Landmark Information Group Limited
British Geological Survey, Kingsley Dunham Centre, Keyworth, Nottingham, Nottinghamshire, NG12 5GG
Imperium, Imperial Way, Reading, Berkshire, RG2 0TD
Telephone: 0115 936 3143Fax: 0115 936 3276Email: [email protected]: www.bgs.ac.uk
Telephone: 0844 844 9952Fax: 0844 844 9951Email: [email protected]: www.landmarkinfo.co.uk
Persimmon Homes and Redrow Homes Terriers Farm, High Wycombe
CAT/MM/KS/38473-001 Site Investigation Report
Issue 2
26 August 2015
Appendix 3 Trial Pit Logs TP1 to TP61, SA1-SA23
Window Sample and Dynamic Probe Logs
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.30m
--
-
-
KS
SA1
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
1.00
D
D
0.25
1.30
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown slightly gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Trialpit Complete at 1.30 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.45m
--
-
-
KS
SA2
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.80
D
D
0.38
1.45
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown very gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Trialpit Complete at 1.45 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.49m
--
-
-
KS
SA3
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.20 D
0.46
1.49
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 1.49 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.24m
--
-
-
KS
SA4
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.20
1.00
D
D
0.39
1.24
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 1.24 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.15m
--
-
-
KS
SA5
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
D
D
0.49
1.15
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 1.15 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.57m
--
-
-
KS
SA6
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.80
D
D
0.42
1.05
1.57
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown very gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Trialpit Complete at 1.57 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.37m
--
-
-
KS
SA7
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.20
0.60
D
D
0.37
1.37
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Trialpit Complete at 1.37 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.24m
--
-
-
KS
SA8
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
D
D
0.36
1.24
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 1.24 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.40m
--
-
-
KS
SA9
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.36
1.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Occasional lenses of silty sand
Trialpit Complete at 1.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.25m
--
-
-
KS
SA10
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.15
0.60
D
D
0.50
1.25
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 1.25 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.15m
--
-
-
KS
SA11
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.20 D
0.39
1.15
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes less gravelly from 0.7 m bgl
Trialpit Complete at 1.15 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.20m
--
-
-
KS
SA12
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.15
0.60
D
D
0.39
1.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown slightly silty sandy gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Trialpit Complete at 1.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.25m
--
-
-
KS
SA13
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.20
0.70
D
D
0.33
1.25
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 1.25 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.15m
--
-
-
KS
SA14
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.15
0.60
D
D
0.36
1.15
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown very gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Trialpit Complete at 1.15 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
Pit terminated. No chalk encountered.
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.70m
--
-
-
KS
SA15A
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
Trialpit Complete at 3.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.07m
--
-
-
KS
SA17
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.40
1.60
2.07
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Very weak white fine to coarse very clayey GRAVEL of chalk
Trialpit Complete at 2.07 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.50m
--
-
-
KS
SA18
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.15 D
0.37
3.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown sandy slightly gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Becomes orange fine very silty sand with clay pockets with depth.
Trialpit Complete at 3.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
KS
SA19
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.40
2.30
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown very gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Firm to stiff grey mottled orange CLAY
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.40m
--
-
-
KS
SA20
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.40
1.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 2.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.20m
--
-
-
KS
SA21
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.43
2.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 2.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.60m
--
-
-
KS
SA22
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
D
D
0.35
1.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 1.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
1.60m
--
-
-
KS
SA23
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.15
0.90
D
D
0.38
1.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown very gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Trialpit Complete at 1.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.90m
--
-
-
MM
TP1
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.10
D
D
D
0.25
2.90
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to medium subangular f mixedlithologies. Occasional cobbles of flint.
Clay becomes less gravelly at 1.7 m bgl.
Trialpit Complete at 2.90 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.50m
--
-
-
MM
TP2
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.10
D
D
D
0.25
2.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very gravelly CLAY. Gravel is fine to coarse subangular withoccasional cobbles of mixed lithologies
Trialpit Complete at 2.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP3
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.10
D
D
D
0.27
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown slightly sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes dark brown, more sandy and silty at 1.8 m bgl.
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.50m
--
-
-
MM
TP4
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.50
D
D
D
0.30
1.30
2.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm dark brown grey sandy very gravelly cobbly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Trialpit Complete at 2.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP5
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.20
D
D
D
0.25
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy very gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes reddish brown and less sandy at 1 m bgl.
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.10m
--
-
-
MM
TP6
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.50
D
D
D
0.25
0.50
1.70
2.50
3.10
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy slightly gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish brown sandy gravelly CLAY. Gravel is fine to coarse subangularof chalk and mixed lithologies.
Very weak white brown fine to coarse subangular very clayey GRAVEL ofchalk.
Trialpit Complete at 3.10 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.85m
--
-
-
MM
TP7
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.30
D
D
D
0.30
2.85
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown slightly sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Trialpit Complete at 2.85 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.20m
--
-
-
MM
TP8
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
2.00
D
D
D
0.26
0.50
3.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown slightly sandy slightly gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes more sandy, silty and less gravelly from 1.5 m bgl.
Trialpit Complete at 3.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.20m
--
-
-
MM
TP9
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.10
D
D
D
0.30
2.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown gravelly CLAY. Gravel is fine to coarse subangular of mixedlithologies with frequent cobbles.
Clay becomes dark brown grey and more gravelly at 1.6 m bgl.
Trialpit Complete at 2.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.60m
--
-
-
MM
TP10
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.20
D
D
D
0.30
2.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown slightly sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes less gravelly from 0.8 m bgl.
Trialpit Complete at 2.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.00m
--
-
-
MM
TP11
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
D
D
0.30
2.20
3.00
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy silty slightly gravelly CLAY with occasional softspots. Gravel is fine to coarse subangular of mixed lithologies.
Fine light brown clayey silty SAND.
Trialpit Complete at 3.00 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.80m
--
-
-
MM
TP12
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.001.001.00
2.00
2.502.50
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5
100125125
150150
0.30
0.50
2.80
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown grey sandy slightly gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Cly become less sandy and firm to stiff from 2.3 m bgl.
Trialpit Complete at 2.80 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.80m
--
-
-
MM
TP13
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.351.351.351.35
D
D
IPP 1IPP 2IPP 3IPP 4
100125125125
0.25
0.50
2.80
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown grey occasionally sandy occasionally gravelly CLAY. Gravel isfine to coarse subangular of mixed lithologies.
Clay becomes firm to stiff with depth
Patches of fine brown sand from 2 m bgl.
Trialpit Complete at 2.80 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.60m
--
-
-
MM
TP14
08/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
1.201.201.20
1.50
2.502.502.50
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5IPP 6
100100125
125150150
0.25
0.55
1.20
2.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy very gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm brown gravelly CLAY. Gravel is fine to coarse subangular of mixedlithologies.
Clay becomes firm to stiff with occasional cobbles of mixed lithologiesfrom 2 m bgl.
Trialpit Complete at 2.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.90m
--
-
-
MM
TP15
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
1.101.101.101.10
1.501.501.50
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5IPP 6
100100100
125125125
0.30
0.50
0.80
1.20
2.90
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Soft to firm brown very sandy CLAY.
Firm brown grey sandy CLAY.
Firm redish brown slightly sandy slightly gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Clay becomes firm to stiff with depth
Trialpit Complete at 2.90 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.00m
--
-
-
MM
TP16
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
0.900.900.90
1.251.251.25
2.00
D
D
IPP 1IPP 2IPP 3
IPP 4IPP 5IPP 6
D
100100100
125125125
0.20
0.50
3.00
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish brown slightly sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes firm to stiff at 2m bgl.
Clay becomes more sandy and friable at 2.8 m bgl.
Trialpit Complete at 3.00 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.85m
--
-
-
MM
TP17
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
D
D
0.30
0.80
2.85
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Orange brown grey sandy slightly gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Trialpit Complete at 2.85 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.50m
--
-
-
MM
TP18
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.52
0.60
0.91
1.001.001.00
1.50
1.901.901.90
2.502.50
D
IPP 8
D
IPP 4
IPP 1IPP 2IPP 3
D
IPP 5IPP 6IPP 7
IPP 10IPP 9
150
125
100100100
125125150
150150
0.30
1.75
2.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown very sandy silty CLAY. Intermittent pockets of clayeysilty sand.
Firm occasionally stiff reddish grey brown slightly sandy CLAY.
Trialpit Complete at 2.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.30m
--
-
-
MM
TP19
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
0.900.900.901.10
1.301.301.301.301.30
D
D
IPP 6IPP 7IPP 8
D
IPP 1IPP 2IPP 3IPP 4IPP 5
100100100
125125125150150
0.35
0.60
2.30
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown grey sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 2.30 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.20m
--
-
-
MM
TP20
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.201.201.201.30
1.801.80
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5
125125125
150150
0.25
0.50
2.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy very gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Trialpit Complete at 2.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP21
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.30
D
D
D
0.25
2.10
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies. Intermittent pockets of sand from 1.5 m bgl.
Firm brown silty gravelly CLAY and SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes more gravelly wih depth
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.20m
--
-
-
MM
TP22
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
1.501.501.50
D
IPP 1IPP 2IPP 3
125125125
0.40
2.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm reddish brown slightly sandy very gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Trialpit Complete at 2.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.40m
--
-
-
MM
TP23
09/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
0.70
D
D
D
0.30
0.60
2.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish brown slightly sandy very gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Trialpit Complete at 2.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.80m
--
-
-
MM
TP24
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.001.001.00
1.30
D
D
IPP 1IPP 2IPP 3
D
100100100
0.35
0.60
1.10
2.80
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm brown grey slightly gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Trialpit Complete at 2.80 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.80m
--
-
-
MM
TP25
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.001.001.00
1.50
1.601.601.60
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5IPP 6
757575
125125125
0.30
1.30
2.80
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown grey very sandy slightly gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Firm occasionally stiff brown grey very gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies with occasional cobbles.
Pocket of fine brown clayey silty SAND in the northern part of the pit.
Trialpit Complete at 2.80 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.00m
--
-
-
MM
TP26
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.251.251.25
1.90
D
D
IPP 1IPP 2IPP 3
D
100125125
0.30
3.00
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown grey slightly sandy CLAY.
Clay becomes firm to stiff and gravelly with depth. Gravel is fine tocoarse subangular of mixed lithologies.
Trialpit Complete at 3.00 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.00m
--
-
-
MM
TP27
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.101.101.10
1.901.901.902.00
D
D
IPP 1IPP 2IPP 3
IPP 4IPP 5IPP 6
D
100125125
125125125
0.30
0.60
3.00
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown silty sandy CLAY with occasional soft spots.
Firm orange brown slightly grey slightly sandy slightly gravelly CLAY.Gravel is fine to coarse subangular of mixed lithologies.
Clay becomes more sandy and less gravelly with depth
Trialpit Complete at 3.00 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.50m
--
-
-
MM
TP28
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.201.201.20
1.50
D
D
IPP 1IPP 2IPP 3
D
125125125
0.40
0.50
2.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes slightly sandy from 1.1 m bgl.
Trialpit Complete at 2.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP29
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.101.101.101.10
1.70
D
D
IPP 1IPP 2IPP 3IPP 4
D
125125125100
0.30
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm reddish orange brown silty slightly sandy slightly gravelly CLAY.Gravel is fine to coarse subangular of mixed lithologies.
Clay becomes more sandy with depth
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.60m
--
-
-
MM
TP30
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
0.900.900.901.10
2.102.10
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5
125125125
150150
0.30
2.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown grey sandy slightly gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Clay becomes firm to stiff and gravelly at 2m bgl.
Trialpit Complete at 2.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP31
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
0.900.900.901.00
2.102.102.102.10
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5IPP 6IPP 7
100100125
125125125150
0.30
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown grey sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies with occasional cobbles.
Clay becomes less sandy at 0.5 m bgl.
Clay becomes reddish - brown at 1.2m bgl.
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.50m
--
-
-
MM
TP32
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
2.00
D
D
D
0.30
2.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown slightly sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies. Occasional cobbles of mixed lithologies.
Clay becomes sandy from 1.6m bgl.
Trialpit Complete at 2.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.40m
--
-
-
MM
TP33
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
0.900.900.901.00
2.302.302.302.30
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5IPP 6IPP 7
100100125
125125150150
0.27
2.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm reddish brown sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies. Occasional cobbles of mixed lithologies.
Clay becomes firm to stiff at bottom of pit.
Trialpit Complete at 2.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP34
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.50
1.801.801.80
2.102.102.10
D
D
D
IPP 1IPP 2IPP 3
IPP 4IPP 5IPP 6
100100100
125125125
0.30
2.70
TOPSOIL
Firm dark brown very sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes less sandy and less gravelly from 2.1 m bgl.
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.50m
--
-
-
MM
TP35
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.001.001.001.10
D
D
IPP 1IPP 2IPP 3
D
125125125
0.30
0.40
2.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm dark brown sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish brown sandy slightly gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies. Occasional cobbles of mixed lithologies.Intermittent sand lenses.
Clay becomes very sandy at bottom of pit
Trialpit Complete at 2.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.30m
--
-
-
MM
TP36
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
1.201.20
2.302.30
D
D
IPP 1IPP 2
IPP 3IPP 4
125125
150150
0.25
0.50
2.30
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm reddish brown grey sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies. Occasional cobbles of mixed lithologies.
Trialpit Complete at 2.30 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.30m
--
-
-
MM
TP37
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.40
1.201.20
D
D
IPP 1IPP 2
125125
0.350.40
2.30
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm dark brown very sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies. Occasional cobbles of mixed lithologies from 0.8 m bgl.
Clay becomes more sandy at bottom of pit.
Trialpit Complete at 2.30 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.50m
--
-
-
MM
TP38
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
1.001.001.00
D
IPP 1IPP 2IPP 3
125125125
0.40
2.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown grey sandy slightly gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Clay becomes slightly sandy at 1m bgl.
Clay becomes dark brown, occasionally firm to stiff and more gravellywith occasional cobbles of mixed lithologies at 2.4m bgl.
Trialpit Complete at 2.50 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP39
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.101.101.101.30
D
D
IPP 1IPP 2IPP 3
D
125125125
0.35
2.10
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies. Occasional cobbles of mixed lithologies from 0.8 m bgl.
Very weak white fine to coarse subangular very clayey GRAVEL of chalk.
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.60m
--
-
-
MM
TP40
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.30
1.501.501.50
D
D
D
IPP 1IPP 2IPP 3
125125125
0.40
0.75
2.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies. Occasional cobbles of mixed lithologies.
Clay becomes more gravelly and cobbly with depth
Trialpit Complete at 2.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.90m
--
-
-
MM
TP41
10/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
1.501.501.50
2.00
2.402.402.40
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5IPP 6
100100125
125125125
0.30
0.90
2.90
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm dark brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm orange brown slightly sandy slightly gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Clay becomes more sandy at 2m bgl.
Trialpit Complete at 2.90 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.40m
--
-
-
MM
TP42
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
1.001.00
1.20
1.301.30
1.701.701.70
D
D
IPP 1IPP 2
D
IPP 3IPP 4
IPP 5IPP 6IPP 7
100100
125125
150150150
0.35
0.60
2.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies. Occasional cobbles of mixed lithologies.
Clay becomes dark orange brown, occasional stiff and more gravelly at1.6m bgl.
Trialpit Complete at 2.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.20m
--
-
-
MM
TP43
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.20
1.801.801.80
D
D
D
IPP 1IPP 2IPP 3
150150150
0.35
2.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Clay becomes slightly sandy at 0.9m bgl.
Clay becomes firm occasionally stiff at 1.8m bgl.
Trialpit Complete at 2.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.40m
--
-
-
MM
TP44
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
0.70
0.900.90
2.352.35
D
D
D
IPP 1IPP 2
IPP 3IPP 4
100100
150150
0.30
0.60
2.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish brown sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes firm occasionally stiff with occasional cobbles of mixedlithologies at 1.5m bgl.
Clay becomes stiff at bottom of pit.
Trialpit Complete at 2.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.30m
--
-
-
MM
TP45
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.50
D
D
D
0.40
0.60
2.30
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm dark brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm orange brown grey sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes less sandy at 1.4 m bgl.
Trialpit Complete at 2.30 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.80m
--
-
-
MM
TP46
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
0.70
1.301.301.301.50
D
D
D
IPP 1IPP 2IPP 3
D
125125125
0.30
0.60
2.80
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm reddish brown slightly sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Clay becomes occasionally sandy with occasional sand pockets from 1.8 mbgl.
Trialpit Complete at 2.80 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.40m
--
-
-
MM
TP47
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.101.101.101.10
1.401.40
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5
125125125
150150
0.35
0.60
2.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm dark brown very sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm orange brown grey sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies. Cobbles of mixed lithologies.
Clay becomes occasionally stiff at 1.2 m bgl.
Trialpit Complete at 2.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.20m
--
-
-
MM
TP48
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
0.900.900.90
2.00
2.202.202.20
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5IPP 6
100125125
150175175
0.35
0.60
2.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm dark brown very sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish orange brown slightly sandy very gravelly CLAY. Gravel is fineto coarse subangular of mixed lithologies. Occasional cobbles of mixedlithologies.
Clay becomes firm to stiff at bottom of pit
Trialpit Complete at 2.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.10m
--
-
-
MM
TP49
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.001.001.001.10
2.002.00
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5
125125125
150150
0.40
2.10
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes firm to stiff at 2 m bgl.
Trialpit Complete at 2.10 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
2.70m
--
-
-
MM
TP50
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
0.900.900.901.00
1.501.50
D
D
IPP 1IPP 2IPP 3
D
IPP 4IPP 5
100100125
150175
0.45
2.70
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes reddish brown grey and firm to stiff from 1.1 m bgl.
Clay bcomes more sandy with frequent sand pockets from 2.1 m bgl.
Trialpit Complete at 2.70 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.60m
--
-
-
MM
TP51
11/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.501.501.50
2.302.30
D
D
IPP 1IPP 2IPP 3
IPP 4IPP 5
100100100
125125
0.10
0.70
3.00
3.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy very gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Very weak white brown fine to coarse subangular very clayey GRAVEL ofchalk.
Trialpit Complete at 3.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.60m
--
-
-
MM
TP52
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.001.001.001.00
1.50
D
D
IPP 1IPP 2IPP 3IPP 4
D
100125125125
0.30
0.60
3.00
3.60
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes firm occasionally stiff with depth
Very weak white brown fine to coarse subangular very clayey GRAVEL ofchalk.
Trialpit Complete at 3.60 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.30m
--
-
-
MM
TP53
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
1.10
1.301.301.30
1.601.601.60
D
D
D
IPP 1IPP 2IPP 3
IPP 4IPP 5IPP 6
100100100
100125125
0.30
0.55
1.50
2.70
3.30
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown very sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Very weak white brown fine to coarse subangular very clayey GRAVEL of chalkand firm brown gravelly CLAY. Gravel is fine to coarse of mixedlithologies.
Trialpit Complete at 3.30 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.30m
--
-
-
MM
TP54
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
D
D
0.40
3.30
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes firm to stiff from 2.3 m bgl
Trialpit Complete at 3.30 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.10m
--
-
-
MM
TP55
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
0.70
1.50
D
D
D
D
0.35
0.60
3.10
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish orange brown grey sandy gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Clay becomes light brown sandy with occasional sand patches from 2.8 mbgl.
Trialpit Complete at 3.10 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.40m
--
-
-
MM
TP56
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.60
1.501.50
2.002.00
D
D
IPP 1IPP 2
IPP 3IPP 4
100100
125125
0.35
3.40
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown grey slightly sandy occasionally gravelly CLAY. Gravel is fineto coarse subangular of mixed lithologies.
Clay becomes light brown sandy and friable with frequent sand patchesfrom 2.8 m bgl.
Trialpit Complete at 3.40 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.00m
--
-
-
MM
TP57
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.50
D
D
0.30
0.70
3.00
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm dark brown very sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm reddish orange brown silty slightly sandy gravelly CLAY. Gravel isfine to coarse subangular of mixed lithologies. Occasional cobbles of mixedlithologies.
Trialpit Complete at 3.00 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.20m
--
-
-
MM
TP58
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.50
D
D
D
0.35
0.50
3.20
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm brown very sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies. Frequent cobbles of mixed lithologies.
Trialpit Complete at 3.20 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.10m
--
-
-
MM
TP59
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.70
1.30
D
D
D
0.40
3.10
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Firm reddish orange brown slightly sandy gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.
Clay becomes more sandy and gravelly at 2m bgl.
Trialpit Complete at 3.10 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
3.00m
--
-
-
MM
TP60
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
0.40
0.70
1.501.501.50
2.10
D
D
D
IPP 1IPP 2IPP 3
D
100100125
0.30
0.50
1.20
3.00
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to mediumsubangular of mixed lithologies.
Fine to coarse brown very clayey gravelly SAND. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown very sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.
Firm brown sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.
Clay becomes orange brown and less sandy from 2 m bgl.
Trialpit Complete at 3.00 m
1
2
3
4
1:25
Sheet 1 of 1
Samples & In Situ Testing
Depth (m)
Depth LevelLegend(m) (m AOD) Stratum Description
Project Name
Location:
Client:
Dimensions:
Level:Co-ords:Project No.
Trialpit No
Scale
Logged By
Remarks:
Date
Type Results
Groundwater:
Depth
Terriers Farm
High Wycombe
Persimmon Homes / Redrow Homes
None encountered
38473
Eastwood & PartnersSt. Andrew's House23 Kingfield RoadSheffieldS11 9AS
4.50m
--
-
-
KS
TP61
12/06/2015
Ho
leB
AS
E 3
.1 (
Bld
42
6.4
8)
Sta
nd
ard
Tri
alp
it L
og
v2
da
ted
27
th N
ov 0
3
0.10
3.75-4.00
D
D
0.40
3.65
4.50
Dark brown clayey sandy gravelly TOPSOIL. Gravel is fine to medium of mixedlithologies.
Firm orange brown very gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.
Extremely weak white very clayey GRAVEL of chalk with fine yellow sandbands.
Trialpit Complete at 4.50 m
1
2
3
4
1:25
Sheet 1 of 1
Dynamic Probe Results - Terrier's Farm
Key
Blows Blows Blows Blows Blows Blows Blows Blows Blows Very Soft N-value 0-4
Per Per Per Per Per Per Per Per Per Soft N-value 5-10
100 mm 100 mm 100 mm 100 mm 100 mm 100 mm 100 mm 100 mm 100 mm Firm N-value 11-30
0.0-0.1 3 1 2 0 2 4 3 3 3 Stiff N-value 31-50
0.1-0.2 4 3 4 3 3 4 4 3 4 Very Stiff N-value >51
0.2-0.3 4 11 4 8 4 10 4 7 4 9 4 12 5 12 4 10 5 12
0.3-0.4 4 12 4 11 5 13 3 10 5 12 4 12 5 14 6 13 5 14 DP undertaken within surface depression
0.4-0.5 3 11 3 11 6 15 3 10 7 16 2 10 5 15 7 17 3 13 DP undertaken outside surface depression
0.5-0.6 3 10 3 10 4 15 4 10 4 16 2 8 4 14 7 20 2 10
0.6-0.7 2 8 3 9 3 13 3 10 3 14 1 5 3 12 5 19 0 5
0.7-0.8 1 6 4 10 2 9 3 10 4 11 2 5 0 7 7 19 1 3
0.8-0.9 3 6 3 10 2 7 4 10 4 11 1 4 0 3 6 18 0 1
0.9-1.0 3 7 0 7 2 6 3 10 4 12 2 5 0 0 4 17 0 1
1.0-1.1 2 8 0 3 0 4 3 10 4 12 0 3 1 1 3 13 0 0
1.1-1.2 4 9 0 0 0 2 2 8 17 25 0 2 2 3 2 9 0 0
1.2-1.3 3 9 0 0 0 0 1 6 10 31 0 0 2 5 1 6 1 1
1.3-1.4 3 10 1 1 2 2 2 5 4 31 0 0 1 5 2 5 2 3
1.4-1.5 3 9 2 3 3 5 2 5 4 18 0 0 2 5 1 4 3 6
1.5-1.6 5 11 0 3 2 7 2 6 3 11 0 0 2 5 0 3 2 7
1.6-1.7 5 13 0 2 1 6 1 5 6 13 3 3 0 4 0 1 4 9
1.7-1.8 5 15 3 3 2 5 2 5 8 17 3 6 0 2 0 0 3 9
1.8-1.9 5 15 2 5 1 4 2 5 8 22 4 10 0 0 0 0 4 11
1.9-2.0 8 18 2 7 1 4 2 6 6 22 4 11 0 0 0 0 3 10
2.0-2.1 10 23 1 5 0 2 5 9 5 19 5 13 2 2 0 0 3 10
2.1-2.2 10 28 2 5 0 1 5 12 3 14 4 13 2 4 0 0 4 10
2.2-2.3 10 30 0 3 0 0 3 13 4 12 6 15 5 9 0 0 6 13
2.3-2.4 10 30 0 2 0 0 3 11 6 13 6 16 3 10 1 1 6 16
2.4-2.5 11 31 2 2 0 0 3 9 6 16 9 21 3 11 1 2 5 17
2.5-2.6 11 32 4 6 0 0 4 10 6 18 8 23 3 9 2 4 4 15
2.6-2.7 10 32 2 8 0 0 4 11 5 17 7 24 5 11 2 5 4 13
2.7-2.8 10 31 3 9 0 0 4 12 6 17 7 22 5 13 3 7 4 12
2.8-2.9 11 31 2 7 1 1 5 13 12 23 8 22 8 18 2 7 4 12
2.9-3.0 11 32 2 7 1 2 4 13 10 28 5 20 8 21 3 8 3 11
3.0-3.1 10 32 3 7 0 2 5 14 15 37 5 18 5 21 4 9 5 12
3.1-3.2 13 34 4 9 1 2 5 14 16 41 8 18 4 17 4 11 6 14
3.2-3.3 14 37 4 11 2 3 5 15 18 49 6 19 4 13 8 16 6 17
3.3-3.4 19 46 5 13 4 7 6 16 15 49 7 21 8 16 9 21 7 19
3.4-3.5 22 55 4 13 2 8 8 19 18 51 8 21 8 20 9 26 6 19
3.5-3.6 22 63 3 12 2 8 7 21 19 52 7 22 5 21 13 31 7 20
3.6-3.7 18 62 4 11 2 6 7 22 18 55 8 23 7 20 13 35 9 22
3.7-3.8 18 58 5 12 2 6 8 22 23 60 7 22 5 17 17 43 11 27
3.8-3.9 16 52 4 13 2 6 10 25 25 66 7 22 4 16 26 56 19 39
3.9-4.0 17 51 4 13 3 7 10 28 15 63 6 20 6 15 20 63 9 39
4.0-4.1 18 51 5 13 4 9 10 30 15 55 7 20 5 15 19 65 9 37
4.1-4.2 19 54 6 15 7 14 10 30 15 45 6 19 6 17 15 54 8 26
4.2-4.3 21 58 5 16 9 20 10 30 21 51 6 19 5 16 15 49 5 22
4.3-4.4 20 60 5 16 9 25 10 30 15 51 4 16 6 17 17 47 6 19
4.4-4.5 16 57 6 16 9 27 11 31 12 48 5 15 5 16 15 47 6 17
4.5-4.6 17 53 7 18 28 46 10 31 12 39 6 15 7 18 18 50 7 19
4.6-4.7 17 50 7 20 19 56 10 31 11 35 5 16 4 16 15 48 8 21
4.7-4.8 19 53 6 20 11 58 10 30 13 36 6 17 4 15 17 50 10 25
4.8-4.9 27 63 5 18 11 41 12 32 9 33 6 17 8 16 16 48 10 28
4.9-5.0 28 74 5 16 10 32 12 34 9 31 4 16 7 19 18 51 11 31
5.0-5.1 18 73 5 15 15 36 13 37 12 30 3 13 4 19 5 39 9 30
5.1-5.2 23 69 5 15 14 39 11 36 12 33 3 10 5 16 6 29 6 26
5.2-5.3 29 70 5 15 13 42 11 35 12 36 3 9 3 12 6 17 8 23
5.3-5.4 29 81 6 16 14 41 11 33 10 34 3 9 4 12 7 19 4 18
5.4-5.5 31 89 7 18 26 53 14 36 10 32 4 10 5 12 7 20 5 17
5.5-5.6 30 90 6 19 15 55 18 43 11 31 4 11 4 13 10 24 5 14
5.6-5.7 29 90 10 23 18 59 20 52 12 33 4 12 3 12 11 28 6 16
5.7-5.8 34 93 7 23 17 50 18 56 12 35 3 11 3 10 14 35 4 15
5.8-5.9 36 99 8 25 27 62 17 55 15 39 4 11 4 10 15 40 7 17
5.9-6.0 34 104 6 21 27 71 17 52 13 40 3 10 5 12 17 46 10 21
6.0-6.1 33 103 10 24 23 77 13 47 12 40 3 10 2 11 18 50 6 23
6.1-6.2 36 103 8 24 20 70 11 41 12 37 3 9 2 9 50/75mm >85 6 22
6.2-6.3 38 107 5 23 22 65 14 38 13 37 3 9 2 6 7 19
6.3-6.4 44 118 7 20 21 63 14 39 11 36 3 9 2 6 7 20
6.4-6.5 50/90mm >132 9 21 15 58 15 43 12 36 3 9 2 6 5 19
6.5-6.6 7 23 15 51 13 42 11 34 3 9 2 6 5 17
6.6-6.7 8 24 16 46 14 42 8 31 3 9 2 6 5 15
6.7-6.8 12 27 17 48 11 38 8 27 3 9 2 6 6 16
6.8-6.9 7 27 26 59 11 36 9 25 3 9 2 6 7 18
6.9-7.0 7 26 37 80 12 34 9 26 3 9 2 6 6 19
7.0-7.1 12 26 22 85 11 34 6 24 3 9 4 8 5 18
7.1-7.2 10 29 32 91 9 32 5 20 4 10 3 9 4 15
7.2-7.3 8 30 18 72 11 31 6 17 3 10 3 10 4 13
7.3-7.4 8 26 20 70 15 35 8 19 3 10 3 9 5 13
7.4-7.5 8 24 16 54 14 40 8 22 4 10 3 9 10 19
7.5-7.6 6 22 17 53 14 43 7 23 6 13 3 9 8 23
7.6-7.7 10 24 27 60 20 48 9 24 6 16 3 9 8 26
7.7-7.8 16 32 21 65 18 52 7 23 4 16 3 9 5 21
7.8-7.9 14 40 19 67 19 57 10 26 5 15 4 10 6 19
7.9-8.0 14 44 19 59 19 56 7 24 4 13 4 11 7 18
8.0-8.1 10 38 18 56 14 52 6 23 3 12 5 13 7 20
8.1-8.2 9 33 16 53 14 47 4 17 3 10 4 13 8 22
8.2-8.3 9 28 20 54 22 50 5 15 4 10 4 13 9 24
8.3-8.4 9 27 50/80mm >86 16 52 6 15 3 10 4 12 9 26
8.4-8.5 7 25 23 61 7 18 4 11 5 13 12 30
8.5-8.6 5 21 31 70 7 20 4 11 5 14 13 34
8.6-8.7 6 18 34 88 7 21 4 12 4 14 11 36
8.7-8.8 6 17 23 88 7 21 7 15 3 12 13 37
8.8-8.9 7 19 29 86 7 21 5 16 4 11 14 38
8.9-9.0 5 18 31 83 6 20 5 17 5 12 15 42
9.0-9.1 4 16 22 82 5 18 6 16 5 14 14 43
9.1-9.2 5 14 29 82 6 17 5 16 5 15 50/85mm 79
9.2-9.3 5 14 30 81 5 16 5 16 4 14
9.3-9.4 5 15 31 90 7 18 5 15 5 14
9.4-9.5 5 15 34 95 8 20 4 14 6 15
9.5-9.6 5 15 32 97 7 22 5 14 7 18
9.6-9.7 5 15 33 99 7 22 7 16 6 19
9.7-9.8 4 14 36 101 7 21 14 26 6 19
9.8-9.9 5 14 35 104 7 21 8 29 7 19
9.9-10.0 8 17 36 107 8 22 6 28 8 21
10.0-10.1 5 18 50/95mm >121 8 23 21 35 8 23
10.1-10.2 6 19 8 24 9 36 7 23
10.2-10.3 27 38 8 24 8 38 8 23
10.3-10.4 9 42 9 25 9 26 8 23
10.4-10.5 50/95 mm >86 8 25 10 27 8 24
10.5-10.6 9 26 50/92mm >69 9 25
10.6-10.7 9 26 10 27
10.7-10.8 10 28 10 29
10.8-10.9 9 28 11 31
10.9-11.0 10 29 9 30
11.0-11.1 10 29 8 28
11.1-11.2 11 31 11 28
11.2-11.3 11 32 12 31
11.3-11.4 13 35 12 35
11.4-11.5 35 59 13 37
11.5-11.6 17 65 14 39
11.6-11.7 12 64 17 44
11.7-11.8 50/73mm >79 12 43
11.8-11.9 25 54
11.9-12.0 14 51
12.0-12.1 50/95mm >89
I
N Number
E F
N Number N Number
G H
N Number N NumberDepth (m)
A B C D
N Number N Number N Number N Number
Persimmon Homes and Redrow Homes Terriers Farm, High Wycombe
CAT/MM/KS/38473-001 Site Investigation Report
Issue 2
26 August 2015
Appendix 4
Geotechnical Test Results, PSL15/2949
Infiltration Test Results
LABO RATO RY REPO RT
4043
Contract Number: PSL15/2949
Client’s Reference: 38473 Report Date: 24 June 2015 Client Name: Eastwood & Partners
St Andrews House 23 Kingfield Road Sheffield S11 9AS
For the attention of: Miltiadis Mellios Contract Title: 38473 Terriers Farm, High Wycombe
Date Received: 17/6/2015 Date Commenced: 17/6/2015 Date Completed: 24/6/2015 Notes: Opinions and Interpretations are outside the UKAS Accreditation
* Denotes test not included in laboratory scope of accreditation $ Denotes test carried out by approved contractor
5 – 7 Hexthorpe Road, Hexthorpe, Doncaster DN4 0AR tel: +44 (0)844 815 6641 fax: +44 (0)844 815 6642 e-mail: [email protected] awatkins
A copy of the Laboratory Schedule of accredited tests as issued by UKAS is attached to this report. This certificate is issued in accordance with the accreditation requirements of the United Kingdom Accreditation Service. The results reported herein relate only to the material supplied to the laboratory. This certificate shall not be reproduced in full,
without the prior written approval of the laboratory.
Checked and Approved Signatories: R Gunson A Watkins M Beastall (Director) (Director) (Laboratory Manager) D Lambe S Royle
(Senior Technician) (Senior Technician) Page 1 of
@prosoils.co.uk
SUMMARY OF LABORATORY SOIL DESCRIPTIONS
Hole Sample Sample Depth Description of Sample
Number Number Type m
TP3 B 1.10 Brown gravelly slightly sandy CLAY.TP6 B 1.50 Brown slightly gravelly slightly sandy CLAY.
TP10 B 1.60 Brown mottled grey slightly gravelly very sandy CLAY.TP14 B 1.50 Brown gravelly sandy CLAY.TP16 B 2.00 Brown mottled grey slightly gravelly sandy CLAY.TP24 B 1.30 Brown mottled grey slightly sandy CLAY.TP25 B 1.50 Brown mottled grey very gravelly very sandy CLAY.TP26 B 1.90 Brown mottled grey very sandy CLAY.TP31 B 1.00 Brown mottled grey very sandy CLAY.TP35 B 1.10 Orangish brown sandy CLAY.TP39 B 1.30 Brown slightly gravelly slightly sandy CLAY.TP40 B 1.30 Brown gravelly sandy CLAY.TP43 B 1.20 Brown gravelly slightly sandy CLAY.TP45 B 1.50 Brown slightly gravelly slightly sandy CLAY.TP48 B 2.00 Brown gravelly slightly sandy CLAY.
Compiled by Date Checked by Date Approved by Date24/06/15 24/06/15 24/06/15
Contract No:
Client Ref:TERRIERS FARM, HIGH WYCOMBE.
PSL15/2949
38473
Page of .
SUMMARY OF SOIL CLASSIFICATION TESTS(B.S. 1377 : PART 2 : 1990)
Moisture Bulk Dry Particle Liquid Plastic Plasticity %Hole Sample Sample Depth Content Density Density Density Limit Limit Index Passing Remarks
Number Number Type m % Mg/m3 Mg/m3 Mg/m3 % % % .425mmClause 3.2 Clause 7.2 Clause 7.2 Clause 8.2 Clause 4.3/4.4 Clause 5.3 Clause 5.4
TP3 B 1.10 31 72 25 47 80TP6 B 1.50 28 70 25 45 96
TP10 B 1.60 22 44 20 24 95TP14 B 1.50 24 64 22 42 82 High plasticity CH.TP16 B 2.00 23 55 22 33 89TP24 B 1.30 29 74 26 48 100TP25 B 1.50 12 45 19 26 64 Intermediate plasticity CI.TP26 B 1.90 23 44 19 25 100 Intermediate plasticity CI.TP31 B 1.00 20 44 17 27 100 Intermediate plasticity CI.TP35 B 1.10 25 52 23 29 100 High plasticity CH.TP39 B 1.30 34 71 23 48 94TP40 B 1.30 21 54 20 34 79TP43 B 1.20 16 71 26 45 82TP45 B 1.50 36 88 30 58 94TP48 B 2.00 27 70 25 45 80
SYMBOLS : NP : Non Plastic * : Liquid Limit and Plastic Limit Wet Sieved.
Compiled by Date Checked by Date Approved by Date24/06/15 24/06/15 24/06/15
PSL15/2949
38473
Contract No:
Very high plasticity CV.
TERRIERS FARM, HIGH WYCOMBE.Client Ref:
High plasticity CH.
High plasticity CH.
Very high plasticity CV.High plasticity CH.Intermediate plasticity CI.
Very high plasticity CV.High plasticity CH.Very high plasticity CV.Very high plasticity CV.
PSLR002 Issue 1 Jun 06 Page of .
PLASTICITY CHART FOR CASAGRANDE CLASSIFICATION.(B.S.5930 : 1999)
Compiled by Date Checked by Date Approved by Date24/06/15 24/06/15 24/06/15
PSL15/2949
38473TERRIERS FARM, HIGH WYCOMBE.
Contract No:
Client Ref:
0
10
20
30
40
50
60
70
80
90
0 10 20 30 40 50 60 70 80 90 100 110 120 130
Liquid Limit (LL%).
Plas
ticity
Inde
x (P
I%).
CL CI CH CV CE
ML MI MH MV ME
PSLR002 Issue 1 Jun 06 Page of .
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 11.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedKS LEM
Test No. SA17 Test 1
Test Pit DimensionsLength = 2000 mm Plan area = 1.2 m²Width = 600 mmDepth = 2070 mm (Total depth)
Approximate time to discharge water into the hole: 30 SecondsDepth to water after completion of pumping: 1600 mm
Time (min) Depth (mm)0 1600
28 172042 178077 1850
118 1900167 2020
190
Test Pit Log
Depth (m) Description0-0.25 TOPSOIL: Brown Clay0.25-1.60 Firm orange gravelly CLAY. 1.60-2.07 CHALK
PROJECT:
SUBJECT:
0
500
1000
1500
2000
2500
0 50 100 150 200
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 11.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedKS LEM
Test No. SA17 Test 1
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 1600 mm Average water depth: 260 mmStart time = 0 min
Change in water depth: 420 mmFinal parametersDepth to water = 2020 mm Time interval: 167 minEnd time = 167 min
Effective Storage Volume of Water in the Trial Pit = 0.564 m³
75% Effective Depth = 1718 mm from ground level25% Effective Depth = 1953 mm from ground levelTime at 75% Effective Depth = 27 minutes
Time at 25% Effective Depth = 130 minutes
= 0.28 m³
= 2.42 m²
= 6180 sec
= 1.9E-05 m/sec
Average Soakaway Rate = 5.0E-05 m³/sec
Average soakaway area = 2.55 m² (sides + base)
BR365 Soil Infiltration Rate = 1.9E-05 m/sec Average Infiltration Rate = 2.0E-05 m/sec
PROJECT:
SUBJECT:
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedKS LEM
Test No. SA17 Test 2
Test Pit DimensionsLength = 2000 mm Plan area = 1.2 m²Width = 600 mmDepth = 2070 mm (Total depth)
Approximate time to discharge water into the hole: 35 SecondsDepth to water after completion of pumping: 1550 mm
Time (min) Depth (mm)0 1550
57 174091 1810
127 1870141 1900200 1950
190
Test Pit Log
Depth (m) Description0-0.25 TOPSOIL: Brown Clay0.25-1.60 Firm orange gravelly CLAY. 1.60-2.07 CHALK
Test terminated dur to time constraints
PROJECT:
SUBJECT:
1500
1550
1600
1650
1700
1750
1800
1850
1900
1950
2000
0 50 100 150 200 250
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedKS LEM
Test No. SA17 Test 2
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 1550 mm Average water depth: 345 mmStart time = 0 min
Change in water depth: 350 mmFinal parametersDepth to water = 1900 mm Time interval: 141 minEnd time = 141 min
Effective Storage Volume of Water in the Trial Pit = 0.624 m³
75% Effective Depth = 1680 mm from ground level25% Effective Depth = 1940 mm from ground levelTime at 75% Effective Depth = 45 minutes
Time at 25% Effective Depth = 180 minutes
= 0.31 m³
= 2.55 m²
= 8100 sec
= 1.5E-05 m/sec
Average Soakaway Rate = 5.0E-05 m³/sec
Average soakaway area = 2.99 m² (sides + base)
BR365 Soil Infiltration Rate = 1.5E-05 m/sec Average Infiltration Rate = 1.7E-05 m/sec
PROJECT:
SUBJECT:
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA24 (TP51)
Test Pit DimensionsLength = 2000 mm Plan area = 1.2 m²Width = 600 mmDepth = 3600 mm (Total depth)
Approximate time to discharge water into the hole: 30 SecondsDepth to water after completion of pumping: 3000 mm
Time (min) Depth (mm)0 3000
15 301041 3050
111 3070195 3070275 3080
190
Test Pit Log
Depth (m) Description0-0.1 TOPSOIL0.1-0.7 Brown clayey gravelly SAND0.7-3.0 Firm brown sandy gravelly CLAY3.0-3.6 Weak white very weathered CHALK recovered as very clayey gravelTest terminated due to time constraints
PROJECT:
SUBJECT:
3000
3100
3200
3300
3400
3500
3600
0 50 100 150 200 250
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA24 (TP51)
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 3000 mm Average water depth: 560 mmStart time = 0 min
Change in water depth: 80 mmFinal parametersDepth to water = 3080 mm Time interval: 275 minEnd time = 275 min
Effective Storage Volume of Water in the Trial Pit = 0.72 m³
75% Effective Depth = 3150 mm from ground level25% Effective Depth = 3450 mm from ground levelTime at 75% Effective Depth = n/a minutes
Time at 25% Effective Depth = n/a minutes
= 0.36 m³
= 2.76 m²
= 0 sec
= #DIV/0! m/sec
Average Soakaway Rate = 5.8E-06 m³/sec
Average soakaway area = 4.11 m² (sides + base)
BR365 Soil Infiltration Rate = #DIV/0! m/sec Average Infiltration Rate = 1.4E-06 m/sec
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
PROJECT:
SUBJECT:
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA24 (TP52)
Test Pit DimensionsLength = 1600 mm Plan area = 0.96 m²Width = 600 mmDepth = 3600 mm (Total depth)
Approximate time to discharge water into the hole: 30 SecondsDepth to water after completion of pumping: 2900 mm
Time (min) Depth (mm)0 2900
16 293050 300096 3090
121 3110145 3190181 3210226 3270282 3300
190
Test Pit Log
Depth (m) Description0-0.3 TOPSOIL0.3-0.6 Firm brown very sandy gravelly CLAY0.6-3.0 Firm brown sandy gravelly CLAY3.0-3.6 Weak white very weathered CHALK recovered as very clayey gravelTest terminated due to time constraints
PROJECT:
SUBJECT:
2900
3000
3100
3200
3300
3400
3500
3600
0 50 100 150 200 250 300
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA24 (TP52)
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 2900 mm Average water depth: 500 mmStart time = 0 min
Change in water depth: 400 mmFinal parametersDepth to water = 3300 mm Time interval: 282 minEnd time = 282 min
Effective Storage Volume of Water in the Trial Pit = 0.672 m³
75% Effective Depth = 3075 mm from ground level25% Effective Depth = 3425 mm from ground levelTime at 75% Effective Depth = 88 minutes
Time at 25% Effective Depth = n/a minutes
= 0.34 m³
= 2.50 m²
= -5298 sec
= -2.5E-05 m/sec
Average Soakaway Rate = 2.3E-05 m³/sec
Average soakaway area = 3.16 m² (sides + base)
BR365 Soil Infiltration Rate = N/A m/sec Average Infiltration Rate = 7.2E-06 m/sec
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
PROJECT:
SUBJECT:
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA25 (TP53)
Test Pit DimensionsLength = 1600 mm Plan area = 0.96 m²Width = 600 mmDepth = 3300 mm (Total depth)
Approximate time to discharge water into the hole: 30 SecondsDepth to water after completion of pumping: 2600 mm
Time (min) Depth (mm)0 2600
15 260047 2700
142 2800234 2800
190
Test Pit Log
Depth (m) Description0-0.3 TOPSOIL0.3-0.55 Brown clayey gravelly SAND0.55-1.5 Firm brown very sandy very gravelly CLAY1.5-2.7 Firm orange brown sandy gravelly CLAY2.7-3.3 Weak white very weathered CHALK recovered as very clayey gravel
Test terminated due to time constraints
PROJECT:
SUBJECT:
2600
2700
2800
2900
3000
3100
3200
3300
0 50 100 150 200
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA25 (TP53)
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 2600 mm Average water depth: 600 mmStart time = 0 min
Change in water depth: 200 mmFinal parametersDepth to water = 2800 mm Time interval: 234 minEnd time = 234 min
Effective Storage Volume of Water in the Trial Pit = 0.672 m³
75% Effective Depth = 2775 mm from ground level25% Effective Depth = 3125 mm from ground levelTime at 75% Effective Depth = 118 minutes
Time at 25% Effective Depth = n/a minutes
= 0.34 m³
= 2.50 m²
= -7095 sec
= -1.9E-05 m/sec
Average Soakaway Rate = 1.4E-05 m³/sec
Average soakaway area = 3.60 m² (sides + base)
BR365 Soil Infiltration Rate = N/A m/sec Average Infiltration Rate = 3.8E-06 m/sec
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
PROJECT:
SUBJECT:
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA15 (TP39)
Test Pit DimensionsLength = 1600 mm Plan area = 0.96 m²Width = 600 mmDepth = 2890 mm (Total depth)
Approximate time to discharge water into the hole: 35 SecondsDepth to water after completion of pumping: 2170 mm
Time (min) Depth (mm)0 21705 22008 2210
15 225030 230075 231597 2450
185 2510235 2780287 2890 190
Test Pit Log
Depth (m) Description
0-0.35 TOPSOIL0.35-2.1 Firm brown very sandy very gravelly CLAY2.1-2.7 Very weak white very weathered CHALK recovered as very clayey gravel
PROJECT:
SUBJECT:
2170
2270
2370
2470
2570
2670
2770
2870
0 50 100 150 200 250 300
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA15 (TP39)
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 2170 mm Average water depth: 360 mmStart time = 0 min
Change in water depth: 720 mmFinal parametersDepth to water = 2890 mm Time interval: 287 minEnd time = 287 min
Effective Storage Volume of Water in the Trial Pit = 0.6912 m³
75% Effective Depth = 2350 mm from ground level25% Effective Depth = 2710 mm from ground levelTime at 75% Effective Depth = 81 minutes
Time at 25% Effective Depth = 222 minutes
= 0.35 m³
= 2.54 m²
= 8478 sec
= 1.6E-05 m/sec
Average Soakaway Rate = 4.0E-05 m³/sec
Average soakaway area = 2.54 m² (sides + base)
BR365 Soil Infiltration Rate = 1.6E-05 m/sec Average Infiltration Rate = 1.6E-05 m/sec
PROJECT:
SUBJECT:
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA14
Test Pit DimensionsLength = 1300 mm Plan area = 0.78 m²Width = 600 mmDepth = 1150 mm (Total depth)
Approximate time to discharge water into the hole: 35 SecondsDepth to water after completion of pumping: 600 mm
Time (min) Depth (mm)0 600
150 650
190
Test Pit Log
Depth (m) Description
0-0.36 TOPSOIL0.36-1.15 Firm orange brown gravelly CLAY
PROJECT:
SUBJECT:
600
700
800
900
1000
1100
0 50 100 150
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedKS LEM
Test No. SA14
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 600 mm Average water depth: 525 mmStart time = 0 min
Change in water depth: 50 mmFinal parametersDepth to water = 650 mm Time interval: 150 minEnd time = 150 min
Effective Storage Volume of Water in the Trial Pit = 0.429 m³
75% Effective Depth = 738 mm from ground level25% Effective Depth = 1013 mm from ground levelTime at 75% Effective Depth = n/a minutes
Time at 25% Effective Depth = n/a minutes
= 0.21 m³
= 1.83 m²
= 0 sec
= #DIV/0! m/sec
Average Soakaway Rate = 4.3E-06 m³/sec
Average soakaway area = 2.78 m² (sides + base)
BR365 Soil Infiltration Rate = #DIV/0! m/sec Average Infiltration Rate = 1.6E-06 m/sec
SUBJECT:
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
PROJECT:
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
EASTWOOD & PARTNERS Sheet 1 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA18
Test Pit DimensionsLength = 1450 mm Plan area = 0.87 m²Width = 600 mmDepth = 3500 mm (Total depth)
Approximate time to discharge water into the hole: 35 SecondsDepth to water after completion of pumping: 2900 mm
Time (min) Depth (mm)0 29004 2900
23 294058 296096 2960
150 2980210 2990
190
Test Pit Log
Depth (m) Description
0-0.37 TOPSOIL0.37-3.5 Firm orange slightly gravelly CLAY becoming very silty SAND with clay pockets
PROJECT:
SUBJECT:
2900
3000
3100
3200
3300
3400
3500
0 50 100 150 200
Depth
(m
m)
Time (minutes)
EASTWOOD & PARTNERS Sheet 2 of 2(Consulting Engineers) Ltd
Terriers Farm, High Wycombe Job No. Date38473 12.06.2015
Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM
Test No. SA18
Soil Infiltration Rate in Accordance with BR365
Where:
Initial parametersDepth to water = 2900 mm Average water depth: 555 mmStart time = 0 min
Change in water depth: 90 mmFinal parametersDepth to water = 2990 mm Time interval: 210 minEnd time = 210 min
Effective Storage Volume of Water in the Trial Pit = 0.522 m³
75% Effective Depth = 3050 mm from ground level25% Effective Depth = 3350 mm from ground levelTime at 75% Effective Depth = n/a minutes
Time at 25% Effective Depth = n/a minutes
= 0.26 m³
= 2.10 m²
= 0 sec
= #DIV/0! m/sec
Average Soakaway Rate = 6.2E-06 m³/sec
Average soakaway area = 3.15 m² (sides + base)
BR365 Soil Infiltration Rate = #DIV/0! m/sec Average Infiltration Rate = 2.0E-06 m/sec
SUBJECT:
is the effective storage volume of water in the trial pit
between 75% and 25% effective depth;
is the internal surface area of the trial pit up to 50%
effective depth and including the base area
is the time for the water level to fall from 75% to 25%
effective depth
PROJECT:
257550
2575
−
−
=
pp
p
xta
Vf
2575−pV
50pa
2575−pt
2575−pV
50pa
2575−pt
f
Persimmon Homes and Redrow Homes Terriers Farm, High Wycombe
CAT/MM/KS/38473-001 Site Investigation Report
Issue 2
26 August 2015
Appendix 5
Chemical Testing Results, Chemtest Report 15-13898
Table of Assessment Values
Table of Atmospheric Conditions
Gas Monitoring Results
Chemtest Ltd.
Depot Road
Newmarket
CB8 0AL
Tel: 01638 606070
Email: [email protected]
Report Number: 15-13898 Issue-1
Initial Date of Issue: 23-Jun-2015
Client: Eastwood & Partners
Client Address:
St. Andrews House
23 Kingfield Road
Sheffield
South Yorkshire
S11 9AS
Contact(s):Geo
Miltiadis Mellios
Project:
Quotation No.: Date Received: 17-Jun-2015
Order No.: Date Instructed: 17-Jun-2015
No. of Samples: 71
Turnaround: (Wkdays) 5 Results Due Date: 23-Jun-2015
Date Approved: 23-Jun-2015
Approved By:
Details: Keith Jones, Technical Manager
Final Report
38473/CAT/MM - Terriers Farm, High Wycombe
Page 1 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
Quotation No.: 154085 154086 154087 154088 154089 154090 154091 154092 154093 154094
Order No.:
TP1 TP1 TP2 TP3 TP4 TP5 TP6 TP7 TP7 TP8
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.6 0.1
08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02 14 16 12 9.6 12 12 13 13 13 10
Soil Colour N brown brown brown brown brown brown brown brown brown brown
Other Material N roots stones roots roots stones stones roots stones roots stones roots stones roots stones stones roots
Soil Texture N sand clay sand sand sand sand sand sand clay sand
pH M 2010 6.2 7.1 5.5 6.1 6.5 6.6 6.3 6.5 7.2 6.9
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01 < 0.010 < 0.010
Total Sulphur M 2175 % 0.01 0.010 0.010
Sulphate (Acid Soluble) M 2430 % 0.01 0.021 < 0.010
Arsenic M 2450 mg/kg 1 9.2 14 7.6 11 14 14 13 13 16 8.2
Cadmium M 2450 mg/kg 0.1 0.25 < 0.10 0.16 0.30 0.35 0.49 0.42 0.35 < 0.10 0.42
Chromium M 2450 mg/kg 1 22 49 21 27 26 31 31 31 41 25
Copper M 2450 mg/kg 0.5 17 12 13 16 16 21 17 18 8.9 14
Mercury M 2450 mg/kg 0.1 0.12 0.10 < 0.10 0.11 0.13 0.11 < 0.10 0.11 < 0.10 0.17
Nickel M 2450 mg/kg 0.5 17 20 13 20 18 25 25 28 46 20
Lead M 2450 mg/kg 0.5 75 23 56 73 63 69 55 57 27 42
Selenium M 2450 mg/kg 0.2 0.41 0.20 0.34 0.43 0.46 0.49 0.36 0.36 < 0.20 < 0.20
Zinc M 2450 mg/kg 0.5 54 32 39 49 49 62 62 65 37 53
Chromium (Hexavalent) N 2490 mg/kg 0.5 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50
Naphthalene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Acenaphthylene N 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Acenaphthene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Fluorene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Phenanthrene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Anthracene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Fluoranthene M 2800 mg/kg 0.1 0.19 < 0.10 0.13 0.23 0.19 0.37 0.29 0.23 < 0.10 0.16
Pyrene M 2800 mg/kg 0.1 0.20 < 0.10 0.15 0.26 0.19 0.37 0.31 0.27 < 0.10 0.16
Benzo[a]anthracene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.11 < 0.10 < 0.10 < 0.10 < 0.10
Chrysene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.14 0.13 < 0.10 < 0.10 < 0.10
Benzo[b]fluoranthene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.20 0.15 < 0.10 < 0.10 < 0.10
Benzo[k]fluoranthene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Benzo[a]pyrene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.12 < 0.10 < 0.10 < 0.10 < 0.10
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Page 2 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
Quotation No.: 154085 154086 154087 154088 154089 154090 154091 154092 154093 154094
Order No.:
TP1 TP1 TP2 TP3 TP4 TP5 TP6 TP7 TP7 TP8
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.6 0.1
08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.13 0.11 < 0.10 < 0.10 < 0.10
Total Of 16 PAH's N 2800 mg/kg 2 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0
Page 3 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02
Soil Colour N
Other Material N
Soil Texture N
pH M 2010
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01
Total Sulphur M 2175 % 0.01
Sulphate (Acid Soluble) M 2430 % 0.01
Arsenic M 2450 mg/kg 1
Cadmium M 2450 mg/kg 0.1
Chromium M 2450 mg/kg 1
Copper M 2450 mg/kg 0.5
Mercury M 2450 mg/kg 0.1
Nickel M 2450 mg/kg 0.5
Lead M 2450 mg/kg 0.5
Selenium M 2450 mg/kg 0.2
Zinc M 2450 mg/kg 0.5
Chromium (Hexavalent) N 2490 mg/kg 0.5
Naphthalene M 2800 mg/kg 0.1
Acenaphthylene N 2800 mg/kg 0.1
Acenaphthene M 2800 mg/kg 0.1
Fluorene M 2800 mg/kg 0.1
Phenanthrene M 2800 mg/kg 0.1
Anthracene M 2800 mg/kg 0.1
Fluoranthene M 2800 mg/kg 0.1
Pyrene M 2800 mg/kg 0.1
Benzo[a]anthracene M 2800 mg/kg 0.1
Chrysene M 2800 mg/kg 0.1
Benzo[b]fluoranthene M 2800 mg/kg 0.1
Benzo[k]fluoranthene M 2800 mg/kg 0.1
Benzo[a]pyrene M 2800 mg/kg 0.1
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154095 154096 154097 154098 154099 154100 154101 154102 154103 154104
TP9 TP9 TP10 TP11 TP12 TP13 TP13 TP14 TP15 TP16
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.6 0.1 0.1 0.1 0.1 0.6 0.1 0.1 0.1
08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15
11 15 9.2 11 9.3 8.7 13 9.9 12 10
brown brown brown brown brown brown brown brown brown brown
stones roots stones stones roots stones roots stones roots stones roots stones roots roots roots
sand clay sand sand sand sand clay sand sand sand
5.7 5.6 6.0 5.3 7.0 7.1 7.9 5.5 5.1 5.6
< 0.010 < 0.010
0.010 0.010
0.025 < 0.010
12 14 8.3 6.7 9.1 15 8.4 8.9 8.9 5.3
0.46 0.14 0.30 0.23 0.18 0.38 < 0.10 0.37 0.16 0.12
35 56 28 19 25 33 33 26 22 20
18 25 14 12 19 42 14 24 15 12
0.18 0.16 0.11 0.10 0.11 0.14 < 0.10 0.13 0.13 0.10
30 57 21 13 16 18 13 17 12 11
62 28 45 48 43 60 20 62 57 45
0.29 < 0.20 < 0.20 0.22 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20
68 69 46 41 55 78 21 71 44 37
< 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
0.27 < 0.10 0.14 0.21 0.17 0.32 < 0.10 0.21 0.13 < 0.10
0.28 < 0.10 0.15 0.21 0.26 0.34 < 0.10 0.18 0.12 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.10 < 0.10 < 0.10 < 0.10 < 0.10
0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.17 < 0.10 < 0.10 < 0.10 < 0.10
0.14 < 0.10 < 0.10 < 0.10 0.19 0.31 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 0.17 0.22 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 0.12 0.16 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Page 4 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1
Total Of 16 PAH's N 2800 mg/kg 2
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154095 154096 154097 154098 154099 154100 154101 154102 154103 154104
TP9 TP9 TP10 TP11 TP12 TP13 TP13 TP14 TP15 TP16
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.6 0.1 0.1 0.1 0.1 0.6 0.1 0.1 0.1
08-Jun-15 08-Jun-15 08-Jun-15 08-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15
< 0.10 < 0.10 < 0.10 < 0.10 0.16 0.19 < 0.10 < 0.10 < 0.10 < 0.10
< 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0
Page 5 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02
Soil Colour N
Other Material N
Soil Texture N
pH M 2010
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01
Total Sulphur M 2175 % 0.01
Sulphate (Acid Soluble) M 2430 % 0.01
Arsenic M 2450 mg/kg 1
Cadmium M 2450 mg/kg 0.1
Chromium M 2450 mg/kg 1
Copper M 2450 mg/kg 0.5
Mercury M 2450 mg/kg 0.1
Nickel M 2450 mg/kg 0.5
Lead M 2450 mg/kg 0.5
Selenium M 2450 mg/kg 0.2
Zinc M 2450 mg/kg 0.5
Chromium (Hexavalent) N 2490 mg/kg 0.5
Naphthalene M 2800 mg/kg 0.1
Acenaphthylene N 2800 mg/kg 0.1
Acenaphthene M 2800 mg/kg 0.1
Fluorene M 2800 mg/kg 0.1
Phenanthrene M 2800 mg/kg 0.1
Anthracene M 2800 mg/kg 0.1
Fluoranthene M 2800 mg/kg 0.1
Pyrene M 2800 mg/kg 0.1
Benzo[a]anthracene M 2800 mg/kg 0.1
Chrysene M 2800 mg/kg 0.1
Benzo[b]fluoranthene M 2800 mg/kg 0.1
Benzo[k]fluoranthene M 2800 mg/kg 0.1
Benzo[a]pyrene M 2800 mg/kg 0.1
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154105 154106 154107 154108 154109 154110 154111 154112 154113 154114 154115
TP16 TP17 TP18 TP19 TP20 TP20 TP21 TP22 TP22 TP23 TP24
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.6 0.1 0.1 0.1 0.1 0.7 0.1 0.1 0.6 0.1 0.1
09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 10-Jun-15
11 9.9 10 9.1 12 13 11 13 15 9.9 10
brown brown brown brown brown brown brown brown brown brown brown
none roots roots roots roots stones roots roots stones stones roots stones roots
clay snd sand sand sand clay sand sand clay sand sand
6.5 5.5 5.9 5.6 7.8 7.9 7.5 6.2 6.7 5.4 6.2
0.015 < 0.010 0.010
< 0.010 0.010 0.010
0.015 0.010 0.015
12 4.1 6.3 6.7 9.5 14 13 7.3 18 6.2 6.4
< 0.10 0.15 0.19 0.16 0.20 < 0.10 0.25 0.22 < 0.10 0.27 0.30
42 20 22 22 27 42 30 41 64 21 21
9.3 10 16 13 13 18 15 16 16 13 15
< 0.10 < 0.10 0.10 0.10 < 0.10 < 0.10 < 0.10 0.20 0.15 0.19 0.13
9.4 13 14 13 19 29 21 21 20 15 13
18 33 60 46 40 21 42 60 22 38 49
< 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20
17 36 43 37 46 49 52 49 25 38 41
< 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.40 0.12 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 0.36 < 0.10 1.1 0.21 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 0.31 < 0.10 0.94 0.17 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.28 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.36 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 0.11 < 0.10 0.31 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.11 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.24 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 0.13 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Page 6 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1
Total Of 16 PAH's N 2800 mg/kg 2
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154105 154106 154107 154108 154109 154110 154111 154112 154113 154114 154115
TP16 TP17 TP18 TP19 TP20 TP20 TP21 TP22 TP22 TP23 TP24
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.6 0.1 0.1 0.1 0.1 0.7 0.1 0.1 0.6 0.1 0.1
09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 09-Jun-15 10-Jun-15
< 0.10 < 0.10 < 0.10 13 < 0.10 < 0.10 0.15 < 0.10 < 0.10 < 0.10 < 0.10
< 2.0 < 2.0 < 2.0 13 < 2.0 < 2.0 4.0 < 2.0 < 2.0 < 2.0 < 2.0
Page 7 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02
Soil Colour N
Other Material N
Soil Texture N
pH M 2010
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01
Total Sulphur M 2175 % 0.01
Sulphate (Acid Soluble) M 2430 % 0.01
Arsenic M 2450 mg/kg 1
Cadmium M 2450 mg/kg 0.1
Chromium M 2450 mg/kg 1
Copper M 2450 mg/kg 0.5
Mercury M 2450 mg/kg 0.1
Nickel M 2450 mg/kg 0.5
Lead M 2450 mg/kg 0.5
Selenium M 2450 mg/kg 0.2
Zinc M 2450 mg/kg 0.5
Chromium (Hexavalent) N 2490 mg/kg 0.5
Naphthalene M 2800 mg/kg 0.1
Acenaphthylene N 2800 mg/kg 0.1
Acenaphthene M 2800 mg/kg 0.1
Fluorene M 2800 mg/kg 0.1
Phenanthrene M 2800 mg/kg 0.1
Anthracene M 2800 mg/kg 0.1
Fluoranthene M 2800 mg/kg 0.1
Pyrene M 2800 mg/kg 0.1
Benzo[a]anthracene M 2800 mg/kg 0.1
Chrysene M 2800 mg/kg 0.1
Benzo[b]fluoranthene M 2800 mg/kg 0.1
Benzo[k]fluoranthene M 2800 mg/kg 0.1
Benzo[a]pyrene M 2800 mg/kg 0.1
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154116 154117 154118 154119 154120 154121 154122 154123 154124 154125
TP25 TP25 TP26 TP27 TP28 TP28 TP29 TP30 TP30 TP31
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.6 0.1 0.1 0.1 0.7 0.1 0.1 0.6 0.1
10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15
11 9.8 10 10 8.5 12 9.8 11 20 13
brown brown brown brown brown brown brown brown brown brown
stones roots stones stones roots stones roots stones roots stones stones roots stones roots stones roots
sand clay sand sand sand clay sand sand clay sand
5.6 7.0 7.5 7.8 5.3 7.8 6.8 7.3 8.0 7.5
< 0.010 < 0.010 < 0.010
0.010 0.010 0.010
0.011 0.025 < 0.010
8.9 4.9 9.6 10 8.2 10 8.4 10 9.7 8.7
0.33 < 0.10 0.36 0.37 0.37 0.12 0.33 0.39 < 0.10 0.32
28 22 26 25 23 28 23 26 47 25
16 5.3 14 15 16 12 16 16 16 14
0.15 < 0.10 0.12 0.12 0.24 < 0.10 0.10 0.17 < 0.10 0.11
13 5.8 14 14 14 19 14 14 22 13
66 11 48 51 100 30 50 52 19 47
0.32 < 0.20 0.25 < 0.20 0.22 < 0.20 0.20 < 0.20 < 0.20 0.26
51 10 43 44 51 38 44 50 30 46
< 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 0.12 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 0.12 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Page 8 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1
Total Of 16 PAH's N 2800 mg/kg 2
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154116 154117 154118 154119 154120 154121 154122 154123 154124 154125
TP25 TP25 TP26 TP27 TP28 TP28 TP29 TP30 TP30 TP31
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.6 0.1 0.1 0.1 0.7 0.1 0.1 0.6 0.1
10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0
Page 9 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02
Soil Colour N
Other Material N
Soil Texture N
pH M 2010
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01
Total Sulphur M 2175 % 0.01
Sulphate (Acid Soluble) M 2430 % 0.01
Arsenic M 2450 mg/kg 1
Cadmium M 2450 mg/kg 0.1
Chromium M 2450 mg/kg 1
Copper M 2450 mg/kg 0.5
Mercury M 2450 mg/kg 0.1
Nickel M 2450 mg/kg 0.5
Lead M 2450 mg/kg 0.5
Selenium M 2450 mg/kg 0.2
Zinc M 2450 mg/kg 0.5
Chromium (Hexavalent) N 2490 mg/kg 0.5
Naphthalene M 2800 mg/kg 0.1
Acenaphthylene N 2800 mg/kg 0.1
Acenaphthene M 2800 mg/kg 0.1
Fluorene M 2800 mg/kg 0.1
Phenanthrene M 2800 mg/kg 0.1
Anthracene M 2800 mg/kg 0.1
Fluoranthene M 2800 mg/kg 0.1
Pyrene M 2800 mg/kg 0.1
Benzo[a]anthracene M 2800 mg/kg 0.1
Chrysene M 2800 mg/kg 0.1
Benzo[b]fluoranthene M 2800 mg/kg 0.1
Benzo[k]fluoranthene M 2800 mg/kg 0.1
Benzo[a]pyrene M 2800 mg/kg 0.1
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154126 154127 154128 154129 154130 154131 154132 154133 154134
TP32 TP33 TP34 TP35 TP35 TP36 TP37 TP38 TP39
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.1 0.1 0.1 0.6 0.1 0.1 0.1 0.1
10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 11-Jun-15
15 14 15 11 18 11 8.9 7.4 10
brown brown brown brown brown brown brown brown brown
roots stones roots stones roots stones roots none stones roots stones roots stones roots stones roots
sand sand sand sand clay sand sand sand sand
7.6 5.3 5.5 7.7 8.0 6.5 5.5 5.4 5.9
< 0.010
0.010
0.025
9.6 9.9 9.4 9.9 16 9.5 7.9 10 11
0.37 0.30 0.42 0.27 < 0.10 0.34 0.27 0.29 0.27
28 34 30 25 48 25 25 32 24
15 13 16 13 12 14 13 23 34
0.12 0.10 0.11 < 0.10 < 0.10 < 0.10 0.10 0.21 0.25
16 19 17 13 13 15 16 17 20
50 53 55 43 22 54 46 71 75
< 0.20 < 0.20 0.34 < 0.20 < 0.20 0.26 0.22 0.24 0.29
52 50 63 37 24 48 47 50 48
< 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Page 10 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1
Total Of 16 PAH's N 2800 mg/kg 2
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154126 154127 154128 154129 154130 154131 154132 154133 154134
TP32 TP33 TP34 TP35 TP35 TP36 TP37 TP38 TP39
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.1 0.1 0.1 0.6 0.1 0.1 0.1 0.1
10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 10-Jun-15 11-Jun-15
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0
Page 11 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02
Soil Colour N
Other Material N
Soil Texture N
pH M 2010
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01
Total Sulphur M 2175 % 0.01
Sulphate (Acid Soluble) M 2430 % 0.01
Arsenic M 2450 mg/kg 1
Cadmium M 2450 mg/kg 0.1
Chromium M 2450 mg/kg 1
Copper M 2450 mg/kg 0.5
Mercury M 2450 mg/kg 0.1
Nickel M 2450 mg/kg 0.5
Lead M 2450 mg/kg 0.5
Selenium M 2450 mg/kg 0.2
Zinc M 2450 mg/kg 0.5
Chromium (Hexavalent) N 2490 mg/kg 0.5
Naphthalene M 2800 mg/kg 0.1
Acenaphthylene N 2800 mg/kg 0.1
Acenaphthene M 2800 mg/kg 0.1
Fluorene M 2800 mg/kg 0.1
Phenanthrene M 2800 mg/kg 0.1
Anthracene M 2800 mg/kg 0.1
Fluoranthene M 2800 mg/kg 0.1
Pyrene M 2800 mg/kg 0.1
Benzo[a]anthracene M 2800 mg/kg 0.1
Chrysene M 2800 mg/kg 0.1
Benzo[b]fluoranthene M 2800 mg/kg 0.1
Benzo[k]fluoranthene M 2800 mg/kg 0.1
Benzo[a]pyrene M 2800 mg/kg 0.1
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154135 154136 154137 154138 154139 154140 154141 154142 154143
TP40 TP41 TP42 TP42 TP43 TP43 TP44 TP44 TP45
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.1 0.1 0.5 0.1 0.6 0.1 0.7 0.1
11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15
12 11 8.2 8.8 9.9 15 6.6 18 7.8
brown brown brown brown brown brown brown brown brown
stones roots stones roots stones roots stones stones roots stones stones roots stones stones roots
sand sand sand clay sand clay sand clay sand
5.5 5.6 5.3 5.2 6.1 6.2 5.2 7.3 5.3
< 0.010 < 0.010 < 0.010
0.010 0.010 0.010
0.017 0.024 < 0.010
7.8 7.4 9.3 10 9.3 14 8.7 20 10
0.26 0.28 0.19 0.11 0.13 0.12 0.34 < 0.10 0.37
22 19 23 32 25 42 51 62 40
14 13 15 7.3 17 24 18 17 17
0.33 0.14 0.14 < 0.10 0.12 0.13 0.20 0.12 0.16
15 12 13 15 19 47 28 27 21
55 48 56 16 77 44 69 26 58
0.29 0.32 0.30 < 0.20 0.28 < 0.20 0.23 < 0.20 0.23
42 41 42 27 50 81 43 36 46
< 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Page 12 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1
Total Of 16 PAH's N 2800 mg/kg 2
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154135 154136 154137 154138 154139 154140 154141 154142 154143
TP40 TP41 TP42 TP42 TP43 TP43 TP44 TP44 TP45
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.1 0.1 0.5 0.1 0.6 0.1 0.7 0.1
11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0
Page 13 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02
Soil Colour N
Other Material N
Soil Texture N
pH M 2010
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01
Total Sulphur M 2175 % 0.01
Sulphate (Acid Soluble) M 2430 % 0.01
Arsenic M 2450 mg/kg 1
Cadmium M 2450 mg/kg 0.1
Chromium M 2450 mg/kg 1
Copper M 2450 mg/kg 0.5
Mercury M 2450 mg/kg 0.1
Nickel M 2450 mg/kg 0.5
Lead M 2450 mg/kg 0.5
Selenium M 2450 mg/kg 0.2
Zinc M 2450 mg/kg 0.5
Chromium (Hexavalent) N 2490 mg/kg 0.5
Naphthalene M 2800 mg/kg 0.1
Acenaphthylene N 2800 mg/kg 0.1
Acenaphthene M 2800 mg/kg 0.1
Fluorene M 2800 mg/kg 0.1
Phenanthrene M 2800 mg/kg 0.1
Anthracene M 2800 mg/kg 0.1
Fluoranthene M 2800 mg/kg 0.1
Pyrene M 2800 mg/kg 0.1
Benzo[a]anthracene M 2800 mg/kg 0.1
Chrysene M 2800 mg/kg 0.1
Benzo[b]fluoranthene M 2800 mg/kg 0.1
Benzo[k]fluoranthene M 2800 mg/kg 0.1
Benzo[a]pyrene M 2800 mg/kg 0.1
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154144 154145 154146 154147 154148 154149 154150 154151 154152 154153
TP46 TP47 TP48 TP49 TP50 TP54 TP51 TP52 TP53 TP55
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.7 0.5 0.7
11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 12-Jun-15 12-Jun-15 12-Jun-15 12-Jun-15 12-Jun-15
9.9 8.5 8.3 9.3 13 8.9 9.0 12 12 12
brown brown brown brown brown brown brown brown brown brown
stones roots stones roots stones roots stones root stones roots stones roots stones roots stones stones stones
sand sand sand sand sand sand sand clay clay clay
5.1 4.8 5.4 5.2 5.0 6.4 6.5 8.0 7.9 7.0
< 0.010 < 0.010 < 0.010 < 0.010
0.010 0.010 0.020 < 0.010
0.041 0.029 0.039 < 0.010
8.7 9.1 10 15 13 8.8 11 11 14 12
0.21 0.35 0.68 0.53 0.45 0.17 0.21 0.14 0.28 < 0.10
26 25 28 36 33 20 26 33 46 30
25 20 24 31 23 17 16 12 17 9.4
0.13 0.17 0.15 0.22 0.24 0.13 0.15 < 0.10 0.11 < 0.10
17 18 20 25 23 11 19 21 31 9.3
58 69 70 83 73 58 48 30 45 17
< 0.20 0.20 0.23 0.28 0.31 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20
43 52 63 81 68 37 43 32 51 15
< 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
Page 14 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1
Total Of 16 PAH's N 2800 mg/kg 2
15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898 15-13898
154144 154145 154146 154147 154148 154149 154150 154151 154152 154153
TP46 TP47 TP48 TP49 TP50 TP54 TP51 TP52 TP53 TP55
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.7 0.5 0.7
11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 11-Jun-15 12-Jun-15 12-Jun-15 12-Jun-15 12-Jun-15 12-Jun-15
< 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10
< 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0
Page 15 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Moisture N 2030 % 0.02
Soil Colour N
Other Material N
Soil Texture N
pH M 2010
Sulphate (2:1 Water Soluble) as SO4 M 2120 g/l 0.01
Total Sulphur M 2175 % 0.01
Sulphate (Acid Soluble) M 2430 % 0.01
Arsenic M 2450 mg/kg 1
Cadmium M 2450 mg/kg 0.1
Chromium M 2450 mg/kg 1
Copper M 2450 mg/kg 0.5
Mercury M 2450 mg/kg 0.1
Nickel M 2450 mg/kg 0.5
Lead M 2450 mg/kg 0.5
Selenium M 2450 mg/kg 0.2
Zinc M 2450 mg/kg 0.5
Chromium (Hexavalent) N 2490 mg/kg 0.5
Naphthalene M 2800 mg/kg 0.1
Acenaphthylene N 2800 mg/kg 0.1
Acenaphthene M 2800 mg/kg 0.1
Fluorene M 2800 mg/kg 0.1
Phenanthrene M 2800 mg/kg 0.1
Anthracene M 2800 mg/kg 0.1
Fluoranthene M 2800 mg/kg 0.1
Pyrene M 2800 mg/kg 0.1
Benzo[a]anthracene M 2800 mg/kg 0.1
Chrysene M 2800 mg/kg 0.1
Benzo[b]fluoranthene M 2800 mg/kg 0.1
Benzo[k]fluoranthene M 2800 mg/kg 0.1
Benzo[a]pyrene M 2800 mg/kg 0.1
Indeno(1,2,3-c,d)Pyrene M 2800 mg/kg 0.1
Dibenz(a,h)Anthracene N 2800 mg/kg 0.1
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
15-13898 15-13898
154154 154155
TP57 TP60
SOIL SOIL
0.5 0.7
12-Jun-15 12-Jun-15
12 16
brown brown
stones stones
clay clay
7.5 7.9
< 0.010 < 0.010
0.010 0.010
0.014 0.033
11 11
< 0.10 0.23
26 30
8.9 12
0.11 0.16
8.6 23
14 33
< 0.20 < 0.20
15 43
< 0.50 < 0.50
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
< 0.10 < 0.10
Page 16 of 18
Results Summary - Soil
Project: 38473/CAT/MM - Terriers Farm, High Wycombe
Client: Eastwood & Partners
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
Chemtest Job No.:
Top Depth (m):
Bottom Depth(m):
Date Sampled:
Chemtest Sample ID.:
Client Sample Ref.:
Client Sample ID.:
Sample Type:
Benzo[g,h,i]perylene M 2800 mg/kg 0.1
Total Of 16 PAH's N 2800 mg/kg 2
15-13898 15-13898
154154 154155
TP57 TP60
SOIL SOIL
0.5 0.7
12-Jun-15 12-Jun-15
< 0.10 < 0.10
< 2.0 < 2.0
Page 17 of 18
Report Information
Key
U UKAS accredited
M MCERTS and UKAS accredited
N Unaccredited
S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis
SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis
T This analysis has been subcontracted to an unaccredited laboratory
I/S Insufficient Sample
U/S Unsuitable Sample
N/E not evaluated
< "less than"
> "greater than"
Comments or interpretations are beyond the scope of UKAS accreditation
The results relate only to the items tested
Uncertainty of measurement for the determinands tested are available upon request
None of the results in this report have been recovery corrected
All results are expressed on a dry weight basis
The following tests were analysed on samples as received and the results subsequently corrected to a dry
weight basis TPH, BTEX, VOCs, SVCOs, PCBs, Phenols
For all other tests the samples were dried at < 37°C prior to analysis
All Asbestos testing is performed at our Coventry laboratory
Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1
Sample Deviation Codes
A - Date of sampling not supplied
B - Sample age exceeds stability time (sampling to extraction)
C - Sample not received in appropriate containers
D - Broken Container
Sample Retention and Disposal
All soil samples will be retained for a period of 60 days from the date of receipt
All water samples will be retained for 14 days from the date of receipt
Charges may apply to extended sample storage
If you require extended retention of samples, please email your requirements to:
Page 18 of 18
PERSIMMON HOMES AND REDROW HOMES TERRIERS FARM, HIGH WYCOMBE ASSESSMENT CRITERIA – RESIDENTIAL WITH HOMEGROWN PRODUCE
St Andrew’s House 23 Kingfield Road
Sheffield S11 9AS
Tel: (0114) 255 4554 Fax: (0114) 255 4330
Copyright Land Quality Management Limited reproduced with permission; Publication Number S4UL3153. All rights reserved.
Prepared KDL Checked CAT Date Job No 38473
Inorganic Compounds Human Health - Residential with Homegrown Produce (mg/kg)
Arsenic 37 Cadmium 11
Chromium (III) 910
Chromium (VI) 6
Lead 200
Mercury 1.2
Nickel 180
Selenium 250
Copper 2400
Zinc 3700
Organic Compounds Human Health - Residential with Homegrown Produce (mg/kg)
1% SOM 2.5% SOM 6% SOM
Naphthalene 2.3 5.6 13 Acenaphthene 210 510 1100
Acenaphthylene 170 420 920
Fluorene 170 400 860
Phenanthrene 95 220 440
Anthracene 2400 5400 11000
Fluoranthene 280 560 890
Pyrene 620 1200 2000
Benzo(a)anthracene 7.2 11 13
Chrysene 15 22 27
Benzo(b)fluoranthene 2.6 3.3 3.7
Benzo(k)fluoranthene 77 93 100 Benzo(a)pyrene 2.2 2.7 3.0
Dibenz(a,h)anthracene 0.24 0.28 0.3
Indeno(1,2,3-cd)pyrene 27 36 41
Benzo(g,h,i)perylene
320 340 350
Benzene 0.087 0.17 0.37
Toluene 130 290 660
Ethylbenzene 47 110 260
o-Xylene 60 140 330
m-Xylene 59 140 320
p-Xylene 56 130 310
PERSIMMON HOMES AND REDROW HOMES TERRIERS FARM, HIGH WYCOMBE ASSESSMENT CRITERIA – RESIDENTIAL WITH HOMEGROWN PRODUCE
St Andrew’s House 23 Kingfield Road
Sheffield S11 9AS
Tel: (0114) 255 4554 Fax: (0114) 255 4330
Copyright Land Quality Management Limited reproduced with permission; Publication Number S4UL3153. All rights reserved.
Prepared KDL Checked CAT Date Job No 38473
Contaminant Phytotoxicity
pH
5.0 to 5.5
pH
5.5 to 6.0
pH
6.0 to 6.5
pH
>7.0
Arsenic 50 Cadmium 3
Chromium 400
Lead 300
Mercury 1
Nickel 50 60 75 110
Copper 80 100 135 200
Zinc 200 200 200 300
The assessment concentration for lead is the Category 4 Screening Level produced by Contaminated Land:
Applications in Real Environments (CL:AIRE) and outlined in Appendix H of their report SP1010. The others have
been taken from Nathanail, C. P., McCaffrey, C., Gillett, A., Ogden, R., and Nathanail, J., 2015, ‘The LQM/CIEH
S4ULs for Human Health Risk Assessment’, Land Quality Press, Nottingham. The metals/metalloids are based on a
sandy loam soil and 6% soil organic matter. The assessment values are not intended to be applied to individual
sample results where materials are similar, as the levels of contaminants will have a natural variability across the
site. Instead, the modified mean value should be compared with the assessment concentration.
The assessment values for phytotoxicity are the levels at which plant growth is thought to be affected. They are taken
from the maximum permissible and advisable concentrations in soil after application of soil sludge given in the ‘The
Code of Good Agricultural Practice for the Protection of Soil’, MAFF, 1998.
The assessment of sulphate, water soluble sulphate, elemental sulphur and sulphide is to determine the
aggressive nature of the ground with respect to concrete and consequently the results are compared with BRE
Special Digest 1:2005 ‘Concrete in Aggressive Ground’.
Prepared RAN Checked KDL Date 2015 Job 38473
St Andrew’s House 23 Kingfield Road Sheffield S11 9AS
Tel: (0114) 2554554 Fax: (0114) 2554330
PERSIMMON HOMES & REDROW HOMES
TERRIERS FARM, HIGH WYCOMBE
ATMOSPHERIC CONDITIONS
Date Atmospheric
Pressure (mb)
Atmospheric Trend
Relative Humidity
(%) Temp (oC) Weather
20.07.15 1009 Rising 80 21 Cloudy 21.07.15 1012 Rising 60 21 Cloudy/sunny 22.07.15 1014 Rising 65 20 Cloudy/sunny 23.07.15 1017 Falling 60 18 Cloudy/sunny/Showers 24.07.15 1012 Rising 80 15 Rain showers 25.07.15 1016 Falling 55 18 Cloudy/sunny/showers 26.07.15 1010 Falling 75 16 Sunshine/showers 27.07.15 999 Rising 65 17 Cloudy 28.07.15 1005 Rising 60 17 Cloudy/sunny 29.07.15 1011 Rising 55 17 Cloudy/sunny/showers 30.07.15 1018 Steady 50 17 Cloudy/sunny 31.07.15 1018 Falling 45 19 Sunny/cloudy 01.08.15 1017 Steady 55 19 Cloudy/showers 02.08.15 1017 Falling 55 19 Cloudy 03.08.15 1010 Steady 68 21 Cloudy/sunny/showers 04.08.15 1010 Rising 50 19 Sunny/cloudy 05.08.15 1013 Falling 62 18 Cloudy/sunny/showers 06.08.15 1012 Rising 64 19 Cloudy/sunny/showers 07.08.15 1016 Rising 50 19 Sunny/cloudy 08.08.15 1024 Rising 53 19 Sunny/cloudy 09.08.15 1024 Falling 62 19 Sunny/cloudy 10.08.15 1017 Steady 76 19 Cloudy/sunny/showers 11.08.15 1019 Rising 68 18 Cloudy/sunny/showers 12.08.15 1022 Falling 48 19 Cloudy 13.08.15 1014 Falling 63 20 Cloudy/sunny/showers/thunder 14.08.15 1009 Steady 74 20 Cloudy/sunny/showers 15.08.15 1012 Rising 51 16 Cloudy/sunny/showers 16.08.15 1017 Rising 58 16 Sunny/cloudy 17.08.15 1019 Falling 58 20 Light Cloud 18.08.15 1015 Steady 72 19 Light Cloud 19.08.15 1018 Steady 70 21 Light Cloud 20.08.15 1018 Steady 89 21 Heavy Rain Showers 21.08.15 1018 Falling 82 22 Light Cloud 22.08.15 1015 Falling 62 16 Scattered Clouds 23.08.15 1000 Rising 52 12 Scattered Clouds
Prepared RAN Checked KDL Date 2015 Job 38473
St Andrew’s House 23 Kingfield Road Sheffield S11 9AS
Tel: (0114) 2554554 Fax: (0114) 2554330
PERSIMMON HOMES & REDROW HOMES
TERRIERS FARM, HIGH WYCOMBE
ATMOSPHERIC CONDITIONS
24.08.15 997 Rising 95 15 Heavy Rain 25.08.15 1008 Rising 90 18 Heavy Rain 26.08.15 1003 Up and Down 89 20 Sunny Intervals 27.08.15 1008 Steady 83 17 Light Rain 28.08.15 1013 Rising 75 19 Sunny Intervals 29.08.15 1019 Falling 67 19 Light Cloud 30.08.15 1017 Steady 72 19 Light Rain Showers 31.08.15 1016 Steady 82 19 Sunny Intervals 01.09.15 1018 Rising 88 17 Light Cloud 02.09.15 1018 Falling 79 18 Light Rain Showers 03.09.15 1016 Steady 81 15 Light Cloud 04.09.15 1017 Steady 81 15 Light Cloud 05.09.15 1020 Up and Down 79 16 Light Cloud 06.09.15 1024 Rising 62 15 Light Cloud
Taken from BBC Weather website
Principle House
121-123 Fleet Road Fleet
Hampshire GU51 3PD
Tel: 01252 360 580 Fax: 01252 360 581
PERSIMMON HOMES & REDROW HOMES
TERRIERS FARM, HIGH WYCOMBE
GROUND GAS MONITORING RESULTS
JOB NO. 38473
DATE 27 July 2015
Well WS1 CH4 % CO2 % O2 % Atmos P. (mb)
Flow (l/hr) DTW (m)
WS1 Min 19.1
981
Dry (>4.1) Max 0.0 1.2 0.0 Steady 0.0 1.2 19.1 0.0
WS2 Min 19.1
982
Dry (>4.0) Max 0.0 1.5 0.0 Steady 0.0 1.5 19.1 0.0
WS3 Min 19.1
982
Dry (>4.0) Max 0.0 1.4 0.0 Steady 0.0 1.4 19.1 0.0
WS4 Min 18.6
981
Dry (>4.1) Max 0.0 1.9 0.0 Steady 0.0 1.9 18.6 0.0
WS5 Min 20.1
981
Dry (>4.1) Max 0.0 0.6 0.0 Steady 0.0 0.6 20.1 0.0
WS6 Min 18.6
980
Dry (>4.1) Max 0.0 1.8 0.0 Steady 0.0 1.8 18.6 0.0
Principle House
121-123 Fleet Road Fleet
Hampshire GU51 3PD
Tel: 01252 360 580 Fax: 01252 360 581
PERSIMMON HOMES & REDROW HOMES
TERRIERS FARM, HIGH WYCOMBE
GROUND GAS MONITORING RESULTS
JOB NO. 38473
DATE 10 Aug 2015
Well WS1 CH4 % CO2 % O2 % Atmos P. (mb)
Flow (l/hr) DTW (m)
WS1 Min 18.8
997
Dry (>4.1) Max 0.0 1.9 0.0 Steady 0.0 1.9 18.8 0.0
WS2 Min 19.4
998
Dry (>4.0) Max 0.0 1.8 0.0 Steady 0.0 1.8 19.4 0.0
WS3 Min 19.7
998
Dry (>4.0) Max 0.0 1.3 0.0 Steady 0.0 1.3 19.7 0.0
WS4 Min 17.3
997
Dry (>4.1) Max 0.0 2.9 0.0 Steady 0.0 2.9 17.3 0.0
WS5 Min 19.1
997
Dry (>4.1) Max 0.0 1.0 0.0 Steady 0.0 1.0 19.1 0.0
WS6 Min 19.1
996
Dry (>4.1) Max 0.0 1.9 0.0 Steady 0.0 1.9 19.1 0.0
Principle House
121-123 Fleet Road Fleet
Hampshire GU51 3PD
Tel: 01252 360 580 Fax: 01252 360 581
PERSIMMON HOMES & REDROW HOMES
TERRIERS FARM, HIGH WYCOMBE
GROUND GAS MONITORING RESULTS
JOB NO. 38473
DATE 24 Aug 2015
Well WS1 CH4 % CO2 % O2 % Atmos P. (mb)
Flow (l/hr) DTW (m)
WS1 Min 18.4
977
Dry (>4.1) Max 0.0 1.9 0.0 Steady 0.0 1.9 18.4 0.0
WS2 Min 19.3
978
Dry (>4.0) Max 0.0 1.7 0.0 Steady 0.0 1.7 19.3 0.0
WS3 Min 19.3
977
Dry (>4.0) Max 0.0 1.7 0.0 Steady 0.0 1.7 19.3 0.0
WS4 Min 16.6
977
Dry (>4.1) Max 0.0 3.3 0.0 Steady 0.0 3.3 16.6 0.0
WS5 Min 18.8
977
Dry (>4.1) Max 0.0 1.0 0.0 Steady 0.0 1.0 18.8 0.0
WS6 Min 18.8
976
Dry (>4.1) Max 0.0 1.9 0.0 Steady 0.0 1.9 18.8 0.0