Envirocheck Report: Datasheet · 2017-08-15 · Sewage Discharges - Final/Treated Effluent - Not...

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


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

-

1

7

-

8

15

17

18

22

23


Summary

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


501 to 1000m

Contaminated Land Register Entries and Notices

Discharge Consents

Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control

Local Authority Pollution Prevention and Controls

Local Authority Pollution Prevention and Control Enforcements

Nearest Surface Water Feature

Pollution Incidents to Controlled Waters

Prosecutions Relating to Authorised Processes

Prosecutions Relating to Controlled Waters

Registered Radioactive Substances

River Quality

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points

Substantiated Pollution Incident Register

Water Abstractions

Water Industry Act Referrals

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


Summary


Waste


Geological

501 to 1000m

BGS Recorded Landfill Sites

Historical Landfill Sites

Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries)

Licensed Waste Management Facilities (Locations)

Local Authority Recorded Landfill Sites

Registered Landfill Sites

Registered Waste Transfer Sites

Registered Waste Treatment or Disposal Sites

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Consents

Planning Hazardous Substance Enforcements

BGS 1:625,000 Solid Geology

BGS Estimated Soil Chemistry

BGS Recorded Mineral Sites

BGS Urban Soil Chemistry

BGS Urban Soil Chemistry Averages

Brine Compensation Area

Coal Mining Affected Areas

Mining Instability

Man-Made Mining Cavities

Natural Cavities

Non Coal Mining Areas of Great Britain

Potential for Collapsible Ground Stability Hazards

Potential for Compressible Ground Stability Hazards

Potential for Ground Dissolution Stability Hazards

Potential for Landslide Ground Stability Hazards

Potential for Running Sand Ground Stability Hazards

Potential for Shrinking or Swelling Clay Ground Stability Hazards

Radon Potential - Radon Affected Areas

Radon Potential - Radon Protection Measures

Yes

Yes

Yes

Yes

Yes

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


Summary


Industrial Land Use

Sensitive Land Use

501 to 1000m

Contemporary Trade Directory Entries

Fuel Station Entries

Areas of Adopted Green Belt

Areas of Unadopted Green Belt

Areas of Outstanding Natural Beauty

Environmentally Sensitive Areas

Forest Parks

Local Nature Reserves

Marine Nature Reserves

National Nature Reserves

National Parks

Nitrate Sensitive Areas

Nitrate Vulnerable Zones

Ramsar Sites

Sites of Special Scientific Interest

Special Areas of Conservation

Special Protection Areas

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


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:




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



MapID Details



Contact NGR

5

6

7

8

9

Discharge Consents

Discharge Consents

Discharge Consents

Discharge Consents


A15SW(N)

A15SW(N)

A16NW(N)

A4SE(SE)

A7SE(S)

666

730

772

953

90

2

2

2

2

3





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



MapID Details



Contact NGR

10

11




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:


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



MapID Details



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:


Operator:Licence Number:Permit Version:Location:Authority:Abstraction:Abstraction Type:Source:Daily Rate (m3):Yearly Rate (m3):Details:


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



MapID Details



Contact NGR

Water Abstractions

Water Abstractions

Water Abstractions



Drift Deposits




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




Soil Classification:

Map Sheet:Scale:

Soil Classification:

Map Sheet:Scale:

Drift Deposit:

Map Sheet:Scale:

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



MapID Details



Contact NGR

12

13








Flood Defences



A7NE(SE)

A7NE(SE)

A8SW(SE)

0

0

218

4

2

2


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


Waste

MapID Details



Contact NGR

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


Geological

MapID Details



Contact NGR








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:






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


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

487814195099

487814195099

488000195099

487814195000

488000195000

488149194777

487385195000


Geological

MapID Details



Contact NGR







A7NW(W)

A8NE(E)

A6NE(W)

A6NE(W)

A15SE(N)

A3NE(S)

292

302

404

418

544

602

4

4

4

4

4

4








<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

487428195124

488679195000

487294195125

487266195000

488000196000

488000194217


Geological

MapID Details



Contact NGR







A15SE(N)

A10NE(NW)

A6NW(W)

A6NW(W)

A6NW(W)

A6NW(W)

607

650

672

679

683

703

4

4

4

4

4

4








<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

40 - 60 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

40 - 60 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

487814196000

487267195526

487000195000

487000195027

487000195099

487000195110


Geological

MapID Details



Contact NGR







A6SW(W)

A3SW(S)

A10NE(NW)

A3SE(S)

A3SE(S)

A3SE(S)

716

763

768

802

813

814

4

4

4

4

4

4








<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg

486970194766

487614194078

487124195526

487814194000

487722194000

487722194000


Geological

MapID Details



Contact NGR







A3SE(S)

A4SW(S)

A3SW(S)

A2NW(SW)

A10NW(NW)

A14SE(NW)

815

838

841

841

901

977

4

4

4

4

4

4








<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

60 - 90 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

40 - 60 mg/kg

<150 mg/kg15 - 30 mg/kg


<1.8 mg/kg

40 - 60 mg/kg

<150 mg/kg15 - 30 mg/kg

488000194000

488097194000

487605194000

487000194394

486973195532

487242196000


Geological

MapID Details



Contact NGR

14BGS Recorded Mineral Sites

BGS Measured Urban Soil Chemistry

BGS Urban Soil Chemistry Averages


Man-Made Mining Cavities

Natural Cavities










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:






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


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


Geological

MapID Details



Contact NGR













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









Protection Measure:

Source:

Protection Measure:

Source:

Affected Area:

Source:

Affected Area:

Source:

ModerateBritish 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


Industrial Land Use

MapID Details



Contact NGR

15

16

17

18

19

19

20

21

22

23

23












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:





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


Industrial Land Use

MapID Details



Contact NGR

24

25

26




A7SW(SW)

A7SE(S)

A3SW(S)

352

102

940

-

-

-


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


Sensitive Land Use

MapID Details



Contact NGR

27

28

29




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


Data Currency

Agency & Hydrological Version Update CycleContaminated Land Register Entries and Notices

Discharge Consents

Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control


Local Authority Pollution Prevention and Control Enforcements



Prosecutions Relating to Authorised Processes

Prosecutions Relating to Controlled Waters

River Quality

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points

Substantiated Pollution Incident Register

Water Abstractions

Water Industry Act Referrals


Drift Deposits




April 2014January 2015

January 2015

March 2013

October 2008

January 2015

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




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







Ordnance Survey




Environment Agency - Head Office



Environment Agency - Thames Region - North East AreaEnvironment Agency - Thames Region - West Area





British Geological Survey - National Geoscience Information Service




Data Currency


Waste

Version

Version

Update Cycle

Update Cycle





Flood Defences



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

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



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















Buckinghamshire County CouncilChiltern District Council - Environmental HealthWycombe District Council - Environmental Services

Buckinghamshire County CouncilChiltern District Council - Environmental HealthWycombe District Council - Environmental Services





Data Currency


Geological

Version

Version

Update Cycle

Update Cycle

Control of Major Accident Hazards Sites (COMAH)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Enforcements

Planning Hazardous Substance Consents



BGS Recorded Mineral Sites

Brine Compensation Area


Mining Instability










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



Chiltern District Council - Planning DepartmentBuckinghamshire County CouncilWycombe District Council - Development Control

Chiltern District Council - Planning DepartmentBuckinghamshire County CouncilWycombe District Council - Development Control




Cheshire Brine Subsidence Compensation Board

The Coal Authority - Mining Report Service

Ove Arup & Partners











Data Currency

Industrial Land Use

Sensitive Land Use

Version

Version

Update Cycle

Update Cycle




Areas of Unadopted Green Belt


Environmentally Sensitive Areas

Forest Parks

Local Nature Reserves

Marine Nature Reserves

National Nature Reserves

National Parks

Nitrate Sensitive Areas

Nitrate Vulnerable Zones

Ramsar Sites


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


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


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


Order Details



67922248_1_138473 Terriers Farm487810, 195100A21.91000

Tel:Fax:Web:




Bedrock Aquifer Designation

Order Details



67922248_1_138473 Terriers Farm487810, 195100A21.91000

Tel:Fax:Web:




Superficial Aquifer Designation

Order Details



67922248_1_138473 Terriers Farm487810, 195100A21.91000

Tel:Fax:Web:





Order Details



67922248_1_138473 Terriers Farm487810, 195100A21.91000

Tel:Fax:Web:




Sensitive Land Uses


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


BGS Boreholes Summary


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


BGS Boreholes Detail

MapID Details



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:












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/




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/



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


BGS Boreholes Detail

MapID Details



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










Su89ne135Hazlemere 15http://scans.bgs.ac.uk/sobi_scans/boreholes/433692/



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


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


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm orange brown very gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm orange brown gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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.



1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Occasional lenses of silty sand


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Clay becomes less gravelly from 0.7 m bgl


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm orange brown slightly silty sandy gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


Pit terminated. No chalk encountered.

None encountered

38473


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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Very weak white fine to coarse very clayey GRAVEL of chalk


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm to stiff grey mottled orange CLAY


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm brown very gravelly CLAY. Gravel is fine to coarse subangular withoccasional cobbles of mixed lithologies


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm brown slightly sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm brown slightly sandy gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies.

Clay becomes less gravelly from 0.8 m bgl.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm orange brown very sandy silty CLAY. Intermittent pockets of clayeysilty sand.

Firm occasionally stiff reddish grey brown slightly sandy CLAY.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm brown grey sandy gravelly CLAY. Gravel is fine to coarse subangular ofmixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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





1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm reddish brown slightly sandy very gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm reddish brown slightly sandy very gravelly CLAY. Gravel is fine tocoarse subangular of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




Firm brown grey slightly gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


Firm orange brown grey slightly sandy CLAY.

Clay becomes firm to stiff and gravelly with depth. Gravel is fine tocoarse subangular of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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




Clay becomes slightly sandy from 1.1 m bgl.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


D

125125125100

0.30

2.70


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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


100100125

125125125150

0.30

2.70


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


100100125

125125150150

0.27

2.40


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm reddish brown grey sandy very gravelly CLAY. Gravel is fine to coarsesubangular of mixed lithologies. Occasional cobbles of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Clay becomes slightly sandy at 0.9m bgl.

Clay becomes firm occasionally stiff at 1.8m bgl.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Clay becomes firm to stiff at 2 m bgl.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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






1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


D

100125125125

0.30

0.60

3.00

3.60




Clay becomes firm occasionally stiff with depth



1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm brown very sandy very gravelly CLAY. Gravel is fine to coarsesubangular of 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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Clay becomes firm to stiff from 2.3 m bgl


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm reddish orange brown silty slightly sandy gravelly CLAY. Gravel isfine to coarse subangular of mixed lithologies. Occasional cobbles of mixedlithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Firm orange brown sandy gravelly CLAY. Gravel is fine to coarse subangularof mixed lithologies. Frequent cobbles of mixed lithologies.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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


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.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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





Clay becomes orange brown and less sandy from 2 m bgl.


1

2

3

4

1:25

Sheet 1 of 1


Depth (m)


Project Name

Location:

Client:

Dimensions:


Trialpit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Terriers Farm

High Wycombe


None encountered

38473


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



Extremely weak white very clayey GRAVEL of chalk with fine yellow sandbands.


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



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.


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)


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)





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








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)






Where:






= 0.31 m³

= 2.55 m²

= 8100 sec

= 1.5E-05 m/sec




PROJECT:

SUBJECT:






effective depth

257550

2575

−

−

=

pp

p

xta

Vf

2575−pV

50pa

2575−pt

2575−pV

50pa

2575−pt

f



Infiltration Test Results and Calculation of Infiltration Rates Prepared CheckedMM LEM

Test No. SA24 (TP51)




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)






Where:




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



BR365 Soil Infiltration Rate = #DIV/0! m/sec Average Infiltration Rate = 1.4E-06 m/sec






effective depth

PROJECT:

SUBJECT:

257550

2575

−

−

=

pp

p

xta

Vf

2575−pV

50pa

2575−pt

2575−pV

50pa

2575−pt

f








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)






Where:






= 0.34 m³

= 2.50 m²

= -5298 sec

= -2.5E-05 m/sec



BR365 Soil Infiltration Rate = N/A m/sec Average Infiltration Rate = 7.2E-06 m/sec






effective depth

PROJECT:

SUBJECT:

257550

2575

−

−

=

pp

p

xta

Vf

2575−pV

50pa

2575−pt

2575−pV

50pa

2575−pt

f








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)






Where:






= 0.34 m³

= 2.50 m²

= -7095 sec

= -1.9E-05 m/sec



BR365 Soil Infiltration Rate = N/A m/sec Average Infiltration Rate = 3.8E-06 m/sec






effective depth

PROJECT:

SUBJECT:

257550

2575

−

−

=

pp

p

xta

Vf

2575−pV

50pa

2575−pt

2575−pV

50pa

2575−pt

f







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)






Where:






= 0.35 m³

= 2.54 m²

= 8478 sec

= 1.6E-05 m/sec




PROJECT:

SUBJECT:






effective depth

257550

2575

−

−

=

pp

p

xta

Vf

2575−pV

50pa

2575−pt

2575−pV

50pa

2575−pt

f




Test No. SA14




150 650

190

Test Pit Log


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)




Test No. SA14


Where:






= 0.21 m³

= 1.83 m²

= 0 sec

= #DIV/0! m/sec




SUBJECT:






effective depth

PROJECT:

257550

2575

−

−

=

pp

p

xta

Vf

2575−pV

50pa

2575−pt

2575−pV

50pa

2575−pt

f




Test No. SA18



Time (min) Depth (mm)0 29004 2900

23 294058 296096 2960

150 2980210 2990

190

Test Pit Log


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)




Test No. SA18


Where:






= 0.26 m³

= 2.10 m²

= 0 sec

= #DIV/0! m/sec




SUBJECT:






effective depth

PROJECT:

257550

2575

−

−

=

pp

p

xta

Vf

2575−pV

50pa

2575−pt

2575−pV

50pa

2575−pt

f



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



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.:



0.1 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.6 0.1



Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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




Quotation No.:

Order No.:


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:


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



0.1 0.6 0.1 0.1 0.1 0.1 0.6 0.1 0.1 0.1


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




Quotation No.:

Order No.:


Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.6 0.1 0.1 0.1 0.1 0.6 0.1 0.1 0.1


< 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




Quotation No.:

Order No.:



Soil Colour N

Other Material N

Soil Texture N

pH M 2010





























Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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




Quotation No.:

Order No.:


Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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

< 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




Quotation No.:

Order No.:



Soil Colour N

Other Material N

Soil Texture N

pH M 2010





























Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.6 0.1 0.1 0.1 0.7 0.1 0.1 0.6 0.1


11 9.8 10 10 8.5 12 9.8 11 20 13


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




Quotation No.:

Order No.:


Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.6 0.1 0.1 0.1 0.7 0.1 0.1 0.6 0.1


< 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




Quotation No.:

Order No.:



Soil Colour N

Other Material N

Soil Texture N

pH M 2010





























Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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




Quotation No.:

Order No.:


Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.1 0.1 0.1 0.6 0.1 0.1 0.1 0.1


< 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




Quotation No.:

Order No.:



Soil Colour N

Other Material N

Soil Texture N

pH M 2010





























Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.1 0.1 0.5 0.1 0.6 0.1 0.7 0.1


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




Quotation No.:

Order No.:


Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.1 0.1 0.5 0.1 0.6 0.1 0.7 0.1


< 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




Quotation No.:

Order No.:



Soil Colour N

Other Material N

Soil Texture N

pH M 2010





























Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.7 0.5 0.7


9.9 8.5 8.3 9.3 13 8.9 9.0 12 12 12


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




Quotation No.:

Order No.:


Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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



0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.7 0.5 0.7


< 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




Quotation No.:

Order No.:



Soil Colour N

Other Material N

Soil Texture N

pH M 2010





























Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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




Quotation No.:

Order No.:


Chemtest Job No.:

Top Depth (m):

Bottom Depth(m):

Date Sampled:


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

< 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:

[email protected]

Page 18 of 18

mailto:[email protected]

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



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



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


Hampshire GU51 3PD

Tel: 01252 360 580 Fax: 01252 360 581




JOB NO. 38473

DATE 10 Aug 2015


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


Hampshire GU51 3PD

Tel: 01252 360 580 Fax: 01252 360 581




JOB NO. 38473

DATE 24 Aug 2015


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

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