111644: A.F.C. Proposed Kingsford Stadium Geo ... · PDF file4 BS EN ISO 14688-1: 2002: Geotechnical Investigation and testing – Identification and Classification of Soil Part 1:

111644: A.F.C. Proposed Kingsford Stadium

Geo-Environmental Interpretative Report and Outline Site Reclamation Strategy

Appendix 1 Contractor’s Factual Information

Report Covers front back.indd 1 14/03/2013 13:04

Project No: TC7818A Document No. F01

KINGSFORD AND BACKHILL LANDFILLS ABERDEEN

06/10/2016 Page 1 of 9

REPORT QUALITY ASSURANCE SHEET Title:

REPORT ON A

GROUND INVESTIGATION

FOR

KINGSFORD AND BACKHILL LANDFILLS, ABERDEEN

Report Status: Description: Date: Compiled By: Checked By: Approved By:

Draft Factual 13/09/2016 E. Waters P. Rodgers P. Rodgers

Final Factual 06/10/2016 F. Bargeton P. Rodgers P. Rodgers

Distribution: Fairhurst

: Internal Copy

The report is not to be used for contractual or engineering purposes unless this sheet is signed where indicated by both the originator of the report and the approver, and the report is designated “Final” on this report quality assurance sheet. Opinions and interpretations expressed in the report are outside the scope of UKAS accreditation. This report has been prepared for the sole internal use and reliance of the named Employer. This report should not be relied upon or transferred to any other parties without the express written authorisation of Soil Engineering. If an unauthorised third party comes into possession of the report, they rely on it at their peril and Soil Engineering owes them no duty of care and skill. Report No. SE-RRG-F-001 Issue.Revision Number 3.00 Issue Date 20/05/2013



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GROUND INVESTIGATION: KINGSFORD AND BLACKHILL LANDFILLS, ABERDEEN

REPORT CONTENTS

REPORT QUALITY ASSURANCE SHEET ......................................................................................................... 1

1.0 INTRODUCTION ................................................................................................................................ 4

2.0 PURPOSE, SCOPE AND REPORT FORMAT ........................................................................................ 4

2.1 Purpose ............................................................................................................................................................................ 4 2.2 Scope of Work ................................................................................................................................................................ 4 2.3 Limitations ...................................................................................................................................................................... 4 2.4 Report Format ................................................................................................................................................................ 4

3.0 DESK STUDY INFORMATION ........................................................................................................... 5

3.1 Scope of Study ............................................................................................................................................................... 5 3.2 Site Location and Description .................................................................................................................................... 5 3.3 Geology ............................................................................................................................................................................ 5 3.4 Previous Investigations ............................................................................................................................................... 5

4.0 FIELDWORK ...................................................................................................................................... 5

4.1 Scope of Fieldwork ....................................................................................................................................................... 5 4.2 Inspection Pits ............................................................................................................................................................... 6 4.3 Rotary Drilling ................................................................................................................................................................ 6 4.4 Installations .................................................................................................................................................................... 6 4.5 Groundwater and Gas Monitoring ........................................................................................................................... 6

5.0 LABORATORY TESTING ..................................................................................................................... 7

5.1 Scope of Testing ............................................................................................................................................................ 7 5.2 Geotechnical Soils Testing ......................................................................................................................................... 7 5.3 Environmental Testing ................................................................................................................................................. 7

6.0 RESULTS OF THE INVESTIGATION ................................................................................................... 7

6.1 Scope of Commentary ................................................................................................................................................. 7 6.2 Made Ground ................................................................................................................................................................. 7 6.3 Superficial Deposits ...................................................................................................................................................... 7 6.4 Groundwater .................................................................................................................................................................. 8 6.5 Gas Monitoring .............................................................................................................................................................. 8

REPORT REFERENCES ................................................................................................................................... 9

LIST OF TABLES Page or section Table 1 Summary of Groundwater Inflows Recorded in Exploratory Holes Section A Table 2 Groundwater Level Readings for Exploratory Hole Installations Section A Table 3 Results of Gas Monitoring Section A

LIST OF FIGURES Figure 1 Site Location Plan Section C Figure 2 Exploratory Hole Location Plan Section C



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GROUND INVESTIGATION: KINGSFORD AND BLACKHILL LANDFILLS, ABERDEEN

REPORT CONTENTS (Continued) SUPPORTING FACTUAL DATA SECTION A: EXPLORATORY HOLE RECORDS AND FIELD DATA • Exploratory Hole Log Legend and Notation Sheet • Cable Percussion and Rotary Drilling Records • Groundwater / Gas Monitoring Results SECTION B: LABORATORY TEST RESULTS • Laboratory Test Data Key Sheet • Laboratory Soil Test Summary Sheets • Laboratory Soil Test Data Sheets • Chemical Test Results SECTION C: SITE PLANS • Site Location Plan • Exploratory Hole Location Plan APPENDICES APPENDIX 1: NOTES ON FIELDWORK, LOGGING AND LABORATORY TESTING • Notes on Fieldwork Procedures • Terminology used in Soil Descriptions • Terminology used in the Description of Made Ground • Assessment of Aggressive Ground and Groundwater Conditions



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1.0 INTRODUCTION In April 2016 Soil Engineering Geoservices Ltd were instructed by Fairhurst (The Engineer) acting for and on behalf of McIntosh Plant Hire Aberdeen Ltd (The Employer) to carry out a ground investigation at Kingsford and Backhill Landfills, Aberdeen. The investigation comprised the formation of rotary percussive boreholes for the installation of combined groundwater and gas monitoring wells, and the removal and backfilling with cement bentonite/grout of previous boreholes. This factual report presents the results of the fieldwork and laboratory testing undertaken together with information on the ground and groundwater conditions encountered. The fieldwork was carried out between April 11th and April 29th 2016. 2.0 PURPOSE, SCOPE AND REPORT FORMAT 2.1 Purpose The purpose of this investigation was to determine the subsurface ground and groundwater conditions and in particular the extent of any contamination of underlying soils at the site. This information was obtained from a combination of intrusive investigation techniques and laboratory testing. 2.2 Scope of Work The brief for this factual report comprised the following items: 1. To form exploratory holes on site. 2. To install gas and groundwater monitoring instruments. 3. To monitor on site installations. 4. To undertake laboratory tests on samples recovered from exploratory holes. The sources of information used in the compilation of this report are detailed in the list of references on page 9. 2.3 Limitations This report has been prepared in accordance with the project specification. Soil Engineering accepts no liability for any deficiencies in the report that arise from the specification’s non-compliance with either European or British Standards. This particularly applies to exploratory hole spacings and depths and to the scope of laboratory testing. It should be noted that the investigation data on which this report is based is only indicative of the actual ground, groundwater and ground gas conditions that exist at the locations of the exploratory holes and may not be representative of the conditions that exist on the site as a whole. 2.4 Report Format This report is presented in the following format: Factual information comprising: - • Description of fieldwork • Exploratory hole logs



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• Laboratory test results • Maps and plans • Photographs 3.0 DESK STUDY INFORMATION 3.1 Scope of Study A formal comprehensive (phase I) desk study was not requested by the Engineer for this investigation. The following sections however provide general details of site location and description, together with site geology as ascertained from published maps. 3.2 Site Location and Description The site is located approximately 5 miles west of Aberdeen city centre and to the immediate east of Westhill (approximate National Grid Reference NJ 845 065). The site comprises generally level land in the southern half of the site which then slopes gently up to the north. The site has been previously landfilled and trial pitting carried out by Fairhurst from November 2015 indicates the waste material to include concrete, timber, metal, plastic, ash and brick. The location of the site is indicated on Figure 1 in Section C of this report. 3.3 Geology From the available information on the 1:50,000 scale Geological Survey map of the area1 the site is shown to be underlain by Quaternary sands, silts and clays with peat deposits in the north-west and Diamicton in the south. These in turn overlie the Aberdeen Formation of Neoproterozoic age, consisting of psammite and semipelite. This formation has been subjected to intense folding and migmatisation. 3.4 Previous Investigations The Engineer has supplied details of trial pitting carried out on the site in November 2015 by Fairhurst which comprised of nine trial pits. 4.0 FIELDWORK 4.1 Scope of Fieldwork The scope of the fieldwork was specified by the Engineer and was undertaken in general accordance with Eurocodes2 and, where there is no conflict, also with BS 59303. Soil logging has been undertaken in accordance with the relevant European Standards4,5 listed in the references for this report. In accordance with the specification and drawings provided by the Engineer, Soil Engineering were required to set out and survey the exploratory holes and to undertake the testing and sampling regime. Boreholes were formed using rotary openhole drilling techniques. Where descriptions are given on the borehole logs, these are generally the driller foreman’s description obtained from examination of flush and cuttings. Boreholes BH01 and BH04 however have been logged by an Engineering Geologist from split spoon samples obtained from Standard

1 Sheet 077: 1980, Drift edition for Aberdeen 2 Eurocode 7 Part 2 (BS EN 1997-2: 2007) 3 BS 5930: 2015: Code of Practice for Site Investigation. British Standards Institution 4 BS EN ISO 14688-1: 2002: Geotechnical Investigation and testing – Identification and Classification of Soil – Part 1: Identification and Description. 5 BS EN ISO 14688-2: 2004 + A1: 2013: Geotechnical Investigation and testing – Identification and Classification of Soil – Part 2: Principles for a Classification



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Penetration Testing. The exploratory hole locations are shown on the site plan presented in Section C of this report. 4.2 Inspection Pits In order to reduce the risk of damaging buried services, the location of each exploratory hole was scanned using a cable avoidance tool (CAT). As a further precaution, an inspection pit was hand excavated to a depth of 1.20m at each location, followed by a further scan of the base of each pit with the CAT. 4.3 Rotary Drilling Boreholes BH01 to BH16 inclusive and BH08A were formed using rotary openhole drilling techniques. The holes were formed primarily to install combined groundwater and gas monitoring wells. The boreholes were extended to depths between 6.00m and 9.00m, using a large diameter (135mm) casing to facilitate the installations. Additionally the existing borehole 002 was drilled out and backfilled with cement bentonite/grout. In BH01 and BH04, Standard Penetration Tests6 were carried out using a split spoon at 1.0m intervals, extending to 1.5m intervals after 5.2m depth. The results of these tests are given as a Standard Penetration “N” value or as a blow count for a given penetration at the appropriate position on the borehole logs. In selected boreholes, disturbed samples were taken from the inspection pits in order to enable laboratory testing to be undertaken. The symbols and abbreviations used on the rotary borehole logs are explained on the exploratory hole log legend and notation sheet presented in Section A of this report. 4.4 Installations A slotted 50mm diameter UPVC tube was installed in each of the boreholes. This tubing was slotted over varying depths with the slotted section being surrounded by pea gravel and the remaining upper section being surrounded by a bentonite seal with concrete overlying it. A metal stopcock cover was concreted into place on each of the installations and a plastic cap with a gas valve was placed onto each tube to facilitate long-term groundwater and gas monitoring. A schematic of each installation is shown on the relevant borehole logs presented in Section A of this report. 4.5 Groundwater and Gas Monitoring In accordance with the Engineer’s instruction monitoring of gas in boreholes BH01 to BH16 inclusive was carried out following the completion of the boreholes with three return visits programmed. Monitoring for methane, carbon dioxide, carbon monoxide, hydrogen sulfide and oxygen gases was carried out using a Geotechnical Instruments GA5000 gas analyser. Where practical, visits to site were made on days of low or falling barometric pressure in order to try to record the more onerous gas conditions. The results are presented in Section A of this report. It was understood that oil may be present within some of the installations and an oil/water interface meter was used during the monitoring to confirm the presence of the oil. 6 BS EN ISO 22476-3:2005 + A1: 2011: Geotechnical Investigation and Testing – Field Testing – Part 3: Standard Penetration Test.



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5.0 LABORATORY TESTING 5.1 Scope of Testing All geotechnical (soils) and chemical (environmental) testing was specified and scheduled by the Engineer. The scope of the testing was required to assist the Engineer in establishing any potential site contamination levels. 5.2 Geotechnical Soils Testing The programme of laboratory testing was carried out in accordance with BS 13777. The testing was carried out at the Leeds laboratory of Soil Engineering, a UKAS accredited testing laboratory No 1265. In addition, chemical (sulfate and pH) testing was undertaken by Chemtest, a UKAS accredited testing laboratory No. 2183. Testing was undertaken in order to assess concrete requirements from BRE Special Digest No 18. Samples were prepared in general accordance with BS 1377, although final analysis of total sulfate was performed using ICP and aqueous extract using Ion Chromatography. Results are given on the summary sheets with individual test plots presented in Section B of this report. 5.3 Environmental Testing A programme of environmental soil and gas testing was scheduled by the Engineer. Testing was carried out Chemtest Ltd, a UKAS accredited testing laboratory No. 2183 and SAL UKAS accredited testing laboratory No. 1549. Testing was carried out in accordance with the methods identified in the test reports. The results of the environmental testing are presented in Section B of this report. 6.0 RESULTS OF THE INVESTIGATION 6.1 Scope of Commentary The results of this investigation appear to broadly concur with the published geology summarised in Section 3.3 of this report. The following sections are only intended to provide a summary of the ground conditions encountered during this investigation whilst the logs presented in Section A of this report give a detailed account of all the strata observed. 6.2 Made Ground Made ground was encountered to depths between 0.20m and 8.00m in all of the exploratory holes. This was found to comprise either clayey gravel or gravelly clay with various other materials generally comprising timber, house bricks, wood, concrete and plastic although locally other materials were also identified. 6.3 Superficial Deposits Underlying the made ground, both boreholes BH01 and BH04 encountered sand and gravel deposits with numerous cobbles and boulders and these deposits or similar are likely to have been encountered in the majority of the other boreholes.

7 BS 1377: 1990: Parts 1 to 9: Methods of Test for Soils For Civil Engineering Purposes. British Standards Institution 8 BRE Special Digest 1: 2005: Concrete in Aggressive Ground. BRE Construction Division.



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6.4 Groundwater Groundwater was encountered in most of the boreholes at various depths. A summary of exploratory hole groundwater inflows is given in Table 1 in Section A, whilst the logs presented in Section A of this report provide full details of all groundwater information. A specialist oil water interface probe was also utilised during the groundwater monitoring to identify any contamination. The results are presented in Section A. 6.5 Gas Monitoring The results of the gas monitoring are presented in Section A of this report. The monitoring, which was carried out where possible during days of low or falling atmospheric pressure, produced methane to a maximum of 72.8%; carbon dioxide to a maximum of 20.6%; carbon monoxide to a maximum of 3ppm and hydrogen sulfide to a maximum of 13ppm whilst Oxygen levels were found to a minimum of 0.4%. For and on behalf of Soil Engineering Geoservices Ltd E. Waters Engineering Geologist



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REPORT REFERENCES 1. BGS Sheet 077: 1982: 1:50,000 scale. Aberdeen. British Geological Survey. 2. BS EN 1997-2: 2007: Eurocode 7 – Geotechnical Design – Part 2: Ground Investigation and Testing 3. BS 5930: 2015: Code of Practice for Site Investigation. British Standards Institution 4. BS EN ISO 14688-1: 2002: Geotechnical Investigation and testing – Identification and Classification of

Soil – Part 1: Identification and Description. 5. BS EN ISO 14688-2: 2004 + A1: 2013: Geotechnical Investigation and testing – Identification and

Classification of Soil – Part 2: Principles for a Classification 6. BS EN ISO 22476-3: 2005: + A1: 2011 Geotechnical Investigation and Testing – Field Testing – Part 3:

Standard Penetration Test. 7. BS 1377: 1990: Parts 1 to 9: Methods of Test for Soils For Civil Engineering Purposes. British Standards

Institution. 8. BRE Special Digest 1: 2005: Concrete in Aggressive Ground. BRE Construction Division. Where any documents referenced above are subject to any amendment, then the latest version incorporating such amendment shall be deemed to apply, unless specifically stated otherwise. For further information about the services provided by Soil Engineering Geoservices Limited, visit our website www.soil-engineering.co.uk

S U P P O R T I N G F A C T U A L D ATA

SECTION AExploratory Hole Records and Field Data

EXPLORATORY HOLE LOG LEGEND AND NOTATION SHEET

section title sheets x25.indd 10 14/03/2013 16:17

SECTION A: EXPLORATORY HOLE LOG LEGENDS

Page 1 of 2 Issue 2.0

CODE DESCRIPTION LEGEND

101 Topsoil

CODE DESCRIPTION LEGEND

806 Coal

104 Concrete

102 Made Ground 807 Breccia

201 Clay

808 Conglomerate

301 Silt

809 Fine Grained Igneous

401 Sand

810 Medium Grained Igneous

501 Gravel

811 Coarse Grained Igneous

601 Peat

812 Fine Grained Metamorphic

701 Cobbles

813 Coarse / Medium Grained Metamorphic

730 Boulders

EVT Evaporite

801 Mudstone

MWS Mine Workings

802 Siltstone

904 Grout

803 Sandstone

905 Arisings

804 Limestone

BLK Zone of No Recovery

805 Chalk

WTR Water

Note: Most soils types comprise a mixture of particle sizes. These soiltypes are represented graphically on the exploratory hole logs bycombining the legends shown on this sheet.

Section A - Legends_Norwest-ReportSectionA1 14/03/2013 15:37 Page 1

SECTION A: EXPLORATORY HOLE LOG LEGENDS


SAMPLING NOTATION

U Undisturbed U100 or U38 sample(size given on log)

UT Thin wall open drive tube sampler(size given on log)

P Piston Sample

BLK Block Sample

M Mazier Sample

TW Thin Walled Sample

L Liner Sample obtained from windowless sampler

D Small Disturbed Sample

B Bulk Disturbed Sample

LB Large Bulk Disturbed Sample

C Core Sample

ES Environmental Soil Sample

EW Environmental Water Sample

W Water Sample

UF No Recovery in U Sample

UTF No Recovery in UT Sample

PF No Recovery in P Sample

TWF No Recovery in TW Sample

OTHER NOTATION

TCR Total Core Recovery

SCR Solid Core Recovery

RQD Rock Quality Designation

FI Fracture Index

If Fracture Spacing

NI Non Intact

NA Data Not Applicable

NR Data Not Recorded

GRAPHICS USED

Standing water levelJoining bar indicates level risenWaterstrike level

IN SITU TEST NOTATION

SPT Standard Penetration Test with a Split Spoon

SPT(C) Standard Penetration Test with a Cone

C Cone Penetration Test

NP No Penetration for SPT or SPT(C)

V Vane Test

HV Hand Vane

HP Hand Penetrometer

CBR California Bearing Ratio Test

K Permeability Test(test type not differentiated)

Pr Pressuremeter Test

Section A - Legends_Norwest-ReportSectionA1 14/03/2013 15:37 Page 2



CABLE PERCUSSION AND ROTARY DRILLING RECORDS


Project Name

Project No.

Engineer

Employer

Kingsford and Backhill Land�lls

TC7818A

Fairhurst

McIntosh Plant Hire Aberdeen Ltd

Exploratory Hole Log

Hole ID

BH01

Sheet 1 of 1

Ground Level +113.24mOD Coordinates 384238.00E, 806598.70N Grid National Grid

Date Started 28/04/2016 Date Completed 29/04/2016 Inclination

Notes: All depth in metres, all diameters in millimetres.See header sheet for details of boring, progress and water.For details of abbreviations see key.

FINAL Print date and time 06/10/2016 11:12 Log checked by Paul Rodgers

Form No. SIEXPHOLEHDR Issue.Revision No. 2.01 Issue Date 17/12/2015 Part of the Bachy Soletanche Group

Top Base Type Date Time Start Date Time End Rig Crew Logger Barrel Type Drill Bit Plant Used Shoring Used Pit Stability Remarks0.00 1.20 IP 28/04/2016 12:30 28/04/2016 13:30 TT EB Hand tools1.20 8.50 RO 28/04/2016 13:30 29/04/2016 17:30 TT EB Deltabase 520

PROGRESS

Date Time DepthDepth Casing

Depth Water

Remarks

28/04/2016 19:30 8.00 8.00 3.30 End of shift29/04/2016 07:30 8.00 8.00 1.80 Start of shift29/04/2016 17:30 8.50 8.50 3.3 End of Hole

WATER STRIKES

Date TimeDepth Strike

Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

28/04/2016 14:30 4.10 4.10 20 Seepage28/04/2016 15:30 7.50 7.50 20 Very heavy

CABLE PERCUSSION DETAILS

Depth Top

Depth Base

Time Start Duration Tool Remarks

ROTARY FLUSH DETAILS

Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

1.20 8.50 AIR/MIST 100 Brown

HOLE DIAMETER

Depth Base

Diameter

8.50 125

CASING DIAMETER

Depth Base

Diameter

8.50 125

DYNAMIC SAMPLING

Depth Top

Depth Base

Diameter DurationSample

RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type

Reported Result Hammer Serial Number

Energy Ratio

Depth Casing

Depth Water

1.20 S 25/0mm (25/0,25/0) 56 582.00 S 25/0mm (25/0,25/0) 56 58 2.00 Dry3.00 S N=28 (3,3,5,7,7,9) 56 58 3.00 Dry4.00 S N=40 (5,4,4,7,13,16) 56 58 4.00 Damp5.00 S N=40 (4,5,7,9,12,12) 56 58 5.00 4.106.00 S 35/0mm (4/0,6/0) 56 58 6.00 5.307.00 S 25/0mm (25/0,25/0) 56 58 7.00 6.108.00 S 25/0mm (25/0,25/0) 56 58 8.00 3.30

INSTALLATION DETAILS

Distance ID TypeResponse

TopResponse

BasePipe Ref

7.00 G1 SP 5.00 7.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref

Top Base Diameter Pipe Type

Pipe 1 0.00 5.00 50 PLAINPipe 1 5.00 7.00 50 SLOTTED

DEPTH RELATED REMARKS

Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks

0.00 0.50 Concrete0.50 2.00 Gravel2.00 5.00 Bentonite5.00 7.00 Gravel back?ll 7.00 8.50 Arisings

LOCATION DETAILS

Remarks

Description of Strata

TOPSOIL

MADE GROUND: Dark brown slightly sandy slightly clayey angular to subangular ?ne to medium gravel sized fragments of mixed lithologies including timber and brick. Sand sized fragments are ?ne

to coarse. Driller notes brick boulders.

Wea

ther

ing

LegendDepth(Thick-ness)

(0.40)

0.40

(1.10)

DatumLevel

113.24

Wat

erst

rike

Sampling

Details Dia.

Blow Count andSample Recovery

In Situ TestDetails

Install-ation

B 1 0.20ES 2 0.20

B 3 0.50ES 4 0.50

B 5 1.00ES 6 1.00

MADE GROUND: Clay and brick boulders (Driller's description)

MADE GROUND: Grey sand with bricks and boulders (Driller's description)

MADE GROUND: Light grey slightly gravelly sandy clay. Sand sized fragments are ?ne to coarse. Gravel sized fragments are angular to subangular ?ne to medium of mixed lithologies including brick. Driller notes boulders.

Dense light grey very clayey ?ne to coarse SAND and subangular to subrounded ?ne to medium GRAVEL of mixed lithologies.

Grey SAND and GRAVEL (Driller's description)

BOULDERS of psammite and granite (Driller's description)

Granite BOULDERS with sand and gravel (Driller's description)

End of borehole at 8.500m

1.50

(0.70)

2.20

(0.80)

3.00

(2.00)

5.00

(1.45)

6.45

(0.35)

6.80

(1.20)

8.00

(0.50)

8.50

113.24

113.24

113.24

113.24

113.24

113.24

113.24

113.24

SPT(S) 25/0mm (25/0,25/0)

1.20

SPT(S) 25/0mm (25/0,25/0)

2.00

SPT(S) N=28 (3,3,5,7,7,9)

3.00

SPT(S) N=40 (5,4,4,7,13,16)

4.00

SPT(S) N=40 (4,5,7,9,12,12)

5.00

SPT(S) 35/0mm

(4/0,6/0)6.00

SPT(S) 25/0mm (25/0,25/0)

7.00

SPT(S) 25/0mm (25/0,25/0)

8.00

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH01

Sheet 1 of 1


Hole Type IP+RO Inclination

Notes: All depth in metres, all diameters in millimetres.See header sheet for details of boring, progress and water.For details of abbreviations, see key.


Form No. SIEXPHOLECPLOG Issue.Revision No. 2.02 Issue Date 29/01/2016 Part of the Bachy Soletanche Group

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH02

Sheet 1 of 1






Top Base Type Date Time Start Date Time End Rig Crew Logger Barrel Type Drill Bit Plant Used Shoring Used Pit Stability Remarks0.00 1.20 IP 20/04/2016 09:30 20/04/2016 10:15 TB TB Hand tools1.20 8.00 RO 20/04/2016 10:15 20/04/2016 13:30 TB TB Soilmec

PROGRESS


Depth Water

Remarks

20/04/2016 13:30 8.00 8.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

20/04/2016 11:15 5.00 5.00 1.00 2020/04/2016 12:15 8.00 8.00 7.80 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

8.00 728.00 125

CASING DIAMETER

Depth Base

Diameter

8.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

8.00 G1 SP 5.00 8.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks

0.00 0.50 Concrete0.50 5.00 Bentonite5.00 8.00 Gravel back?ll

LOCATION DETAILS

Remarks


TOPSOIL.

MADE GROUND. (Driller's description)

Wea

ther

ing


(0.70)

0.70

DatumLevel

113.37

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

MADE GROUND: Possible brown boulder. (Driller's description)

Possible MADE GROUND. (Driller's description)


(4.30)

5.00

(0.50)

5.50

(2.50)

8.00

113.37

113.37

113.37

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH02

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH03

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

21/04/2016 16:00 7.00 7.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

21/04/2016 14:30 4.10 7.00 4.10 20 Seepage


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks


HOLE DIAMETER

Depth Base

Diameter

7.00 125

CASING DIAMETER

Depth Base

Diameter

7.00 125

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

6.50 G1 SP 1.00 6.50 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks

0.00 0.50 Concrete0.50 1.00 Bentonite1.00 6.50 Gravel back?ll6.50 7.00 Bentonite

LOCATION DETAILS

Remarks


TOPSOIL

MADE GROUND: Dark brown slightly sandy slightly gravelly clay. Sand sized fragments are ?ne to coarse. Gravel sized fragments are angular to subrounded ?ne to coarse of brick, wood, concrete and plastic.

MADE GROUND: Wood, concrete, brick, plastic etc (Driller's

Wea

ther

ing


(0.30)

0.30

(0.70)

1.00

DatumLevel

119.32

119.32

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

B 1 0.20ES 2 0.20

B 3 0.50ES 4 0.50

B 5 1.00ES 6 1.00

description)

MADE GROUND: Clay, gravel, plastic bags etc (Driller's description)

Brown coarse SAND (Driller's description)


(4.00)

5.00

(1.50)

6.50

(0.50)

7.00

119.32

119.32

119.32

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH03

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH04

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

19/04/2016 18:30 5.00 5.00 Dry End of shift20/04/2016 07:30 5.00 5.00 3.20 Start of shift20/04/2016 14:30 8.45 8.00 Damp End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

20/04/2016 09:00 7.00 7.00 20 Damp


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks


HOLE DIAMETER

Depth Base

Diameter

8.45 125

CASING DIAMETER

Depth Base

Diameter

8.00 125

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water

1.20 S N=24 (8,7,3,6,6,9) 56 58 1.20 Dry2.00 S 25/0mm (25/0,25/0) 56 58 2.00 Dry3.00 S 25/0mm (25/0,25/0) 56 58 3.00 Dry4.00 S 25/10mm (25,0/0,25/10) 56 58 4.00 Dry5.00 S 25/15mm (19,25,25/15) 56 58 5.00 Dry6.00 S 25/0mm (25,0/0,25/0) 56 58 6.00 Dry7.00 S N=17 (1,1,3,5,5,4) 56 58 7.00 Damp8.00 S N=16 (1,2,2,4,5,5) 56 58 8.00 Damp



TopResponse

BasePipe Ref

6.80 G1 SP 1.50 6.80 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL

MADE GROUND: Brown slightly sandy gravelly clay. Sand sized fragments are ?ne to coarse. Gravel sized fragments are angular to subangular ?ne to coarse of mixed lithologies including brick, concrete and wood.

from 1.00m: with low cobble content. Cobble sized fragments are angular of concrete.

Wea

ther

ing


(0.30)

0.30

(0.90)

1.20

DatumLevel

117.45

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

B 1 0.20ES 2 0.20

B 3 0.50ES 4 0.50

B 5 1.00ES 6 1.00D 7 1.20-1.65MADE GROUND: Dark brown slightly clayey ?ne to coarse sand and

angular to subangular ?ne to coarse gravel sized fragments of timber, concrete, brick and glass.

MADE GROUND: Fill including concrete and timber. (Driller's description)

MADE GROUND: Concrete, timber, brick and site waste. (Driller's description)

MADE GROUND: Dark grey slightly gravelly sandy clay. Sand sized fragments are ?ne to coarse. Gravel sized fragments are angular to subangular ?ne to coarse of mixed lithologies including brick.

Medium dense dark grey very clayey ?ne to coarse SAND and subangular to subrounded ?ne to coarse GRAVEL of mixed lithologies.

from 8.00m to 8.45m: becoming very sandy.


(0.45)

1.65

(3.35)

5.00

(1.00)

6.00

(0.80)

6.80

(1.65)

8.45

117.45

117.45

117.45

117.45

117.45

117.45

SPT(S) N=24 (8,7,3,6,6,9)

1.20

SPT(S) 25/0mm (25/0,25/0)

2.00

SPT(S) 25/0mm (25/0,25/0)

3.00

SPT(S) 25/10mm (25,0/0,25/10)

4.00

SPT(S) 25/15mm (19,25,25/15)

5.00

SPT(S) 25/0mm

(25,0/0,25/0)6.00

SPT(S) N=17 (1,1,3,5,5,4)

7.00

SPT(S) N=16 (1,2,2,4,5,5)

8.00

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH04

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH05

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

21/04/2016 17:30 8.00 8.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

21/04/2016 09:00 6.00 6.00 5.40 2021/04/2016 10:00 8.00 8.00 3.30 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

8.00 1258.00 72

CASING DIAMETER

Depth Base

Diameter

8.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

6.80 G1 SP 1.50 6.80 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL.

MADE GROUND: Sand with timber and gravel. (Driller's description)

Wea

ther

ing


(0.60)

0.60

DatumLevel

115.08

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

BOULDER. (Driller's description)

Possible SAND and GRAVEL. (Driller's description)


(6.20)

6.80

(0.40)

7.20

(0.80)

8.00

115.08

115.08

115.08

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH05

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH06

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

11/04/2016 17:30 6.00 6.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

11/04/2016 10:30 6.00 6.00 5.10 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

6.00 1256.00 72

CASING DIAMETER

Depth Base

Diameter

6.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

6.00 G1 SP 3.50 6.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks

Drilled rods through obstruction, then advanced casing.


TOPSOIL.


Wea

ther

ing


0.25

DatumLevel

116.32

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

MADE GROUND: Boulder. (Driller's description)


SAND and GRAVEL. (Driller's description)


(2.75)

3.00

(0.50)

3.50

(2.20)

5.70

(0.30)

6.00

116.32

116.32

116.32

116.32

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH06

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH07

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

12/04/2016 11:00 6.00 6.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

12/04/2016 09:30 5.40 6.00 2.80 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

6.00 726.00 125

CASING DIAMETER

Depth Base

Diameter

6.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

5.00 G1 SP 1.50 5.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL.


Wea

ther

ing


(0.40)

0.40

DatumLevel

117.76

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation


(5.60)

6.00 117.76

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH07

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH08

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

12/04/2016 17:30 4.20 4.20 End of shift13/04/2016 07:30 4.20 4.20 Start of shift13/04/2016 11:30 4.20 4.20 End of shift14/04/2016 07:30 4.20 4.20 Start of shift14/04/2016 11:30 6.00 6.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

4.20 726.00 125

CASING DIAMETER

Depth Base

Diameter

6.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

5.00 G1 SP 2.50 5.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

2.50 4.20 5hrs getting through obstruction.

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks

0.00 0.50 Concrete0.50 2.50 Bentonite2.50 5.00 Gravel back?ll5.00 6.00 Bentonite seal

LOCATION DETAILS

Remarks

13/04/2016 Obstruction at 4.20m, unable to advance casing, relocate position and referenced BH08A. 14/04/2016 set back up on borehole, drill casing to 4.20m, advance with 125mm bit to 6.00m.


TOPSOIL.


Wea

ther

ing


(0.40)

0.40

DatumLevel

120.21

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

BOULDERS (Obstruction). (Driller's description)

Probable BOULDER. (Driller's description)


(2.10)

2.50

(1.70)

4.20

(1.80)

6.00

120.21

120.21

120.21

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH08

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH08A

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

13/04/2016 13:30 2.00 2.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

2.00 1252.00 72

CASING DIAMETER

Depth Base

Diameter

2.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

PIPE CONSTRUCTION

Pipe Ref



Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks

LOCATION DETAILS

Remarks

Borehole terminated at 2.00m on obstruction.



Wea

ther

ing


(2.00)

DatumLevel

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

Obstruction. (Driller's description)


2.002.00 120.21120.21

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH08A

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH09

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

13/04/2016 17:30 8.00 8.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

8.00 1258.00 72

CASING DIAMETER

Depth Base

Diameter

8.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

8.00 G1 SP 4.50 8.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL and OVERBURDEN. (Driller's description)

Wea

ther

ing


(1.50)

DatumLevel

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

Sandy GRAVEL with boulders. (Driller's description)

Possible SANDSTONE. (Driller's description)


1.50

(3.20)

4.70

(3.30)

8.00

120.64

120.64

120.64

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH09

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH10

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

14/04/2016 17:30 6.00 6.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

14/04/2016 13:30 4.00 4.00 3.60 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

6.00 726.00 125

CASING DIAMETER

Depth Base

Diameter

6.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

5.00 G1 SP 1.50 5.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks

0.00 0.50 Concrete.0.50 1.50 Bentonite1.50 5.00 Gravel back?ll5.00 6.00 Bentonite

LOCATION DETAILS

Remarks


TOPSOIL.

MADE GROUND: Timber, gravel and sand. Strong petroleum odour noted. (Driller's description)

Wea

ther

ing


(0.30)

0.30

DatumLevel

121.73

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation


(5.70)

6.00 121.73

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH10

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH11

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

20/04/2016 17:30 8.00 8.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

20/04/2016 15:15 5.00 5.00 2.20 2020/04/2016 16:15 8.00 8.00 5.70 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

8.00 1258.00 72

CASING DIAMETER

Depth Base

Diameter

8.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

8.00 G1 SP 6.00 8.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL.

MADE GROUND: Wood and plastic. (Driller's description)

Wea

ther

ing


0.25

DatumLevel

115.24

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

MADE GROUND: Sand and gravel. (Driller's description)

Probable BOULDER. (Driller's description)


(5.75)

6.00

(1.20)

7.20

(0.80)

8.00

115.24

115.24

115.24

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH11

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH12

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

19/04/2016 17:30 9.00 9.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

19/04/2016 10:15 9.00 9.00 6.60 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

9.00 729.00 125

CASING DIAMETER

Depth Base

Diameter

9.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

9.00 G1 SP 7.00 9.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL.

MADE GROUND: Fill with boulders. (Driller's description)

Wea

ther

ing


0.20

DatumLevel

118.46

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

BOULDER. (Driller's description)

FIRM and HARD. (Driller's description)


(6.80)

7.00

(1.00)

8.00

(1.00)

9.00

118.46

118.46

118.46

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH12

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH13

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

26/04/2016 17:30 1.20 End of shift27/04/2016 07:30 1.20 Start of shift27/04/2016 12:30 9.00 9.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

27/04/2016 08:30 7.00 7.00 20 Seepage


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks


HOLE DIAMETER

Depth Base

Diameter

9.00 125

CASING DIAMETER

Depth Base

Diameter

9.00 125

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

8.00 G1 SP 1.50 8.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL

MADE GROUND: Dark brown slightly sandy gravelly clay. Sand sized fragments are ?ne to coarse. Gravel sized fragments are angular to subrounded ?ne to coarse of mixed lithologies including brick, plastic and timber. Driller notes boulders.

Wea

ther

ing


(0.30)

0.30

(0.90)

1.20

DatumLevel

120.91

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

B 1 0.20ES 2 0.20

B 3 0.50ES 4 0.50

B 5 1.00ES 6 1.00

MADE GROUND: Granite boulders, brick, plastic etc (Driller's description)

MADE GROUND: Clay and timber (Driller's description)

SAND and GRAVEL (Driller's description)


(6.30)

7.50

(0.50)

8.00

(1.00)

9.00

120.91

120.91

120.91

120.91

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH13

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH14

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

18/04/2016 12:30 8.00 8.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

18/04/2016 09:30 7.00 7.00 6.80 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

8.00 1258.00 72

CASING DIAMETER

Depth Base

Diameter

8.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

7.00 G1 SP 1.50 7.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL.

MADE GROUND: Clay ?ll with boulders. (Driller's description)

Wea

ther

ing


(0.30)

0.30

DatumLevel

122.07

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

SAND and GRAVEL. (Driller's description)


(7.00)

7.30

(0.70)

8.00

122.07

122.07

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH14

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH15

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

15/04/2016 12:30 6.00 6.00 0.30 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

15/04/2016 09:00 2.10 2.00 2.00 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

6.00 1256.00 72

CASING DIAMETER

Depth Base

Diameter

6.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

5.00 G1 SP 1.00 5.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL.

MADE GROUND: Fill with boulders. (Driller's description)

Wea

ther

ing


(0.30)

0.30

DatumLevel

122.53

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation


(5.70)

6.00 122.53

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH15

Sheet 1 of 1






Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH16

Sheet 1 of 1







PROGRESS


Depth Water

Remarks

15/04/2016 17:30 8.00 8.00 End of Hole

WATER STRIKES


Depth Casing

Depth Sealed

Water Rose To

Time Elapsed

Remarks

15/04/2016 14:00 6.00 6.00 5.80 20


Depth Top

Depth Base



Depth Top

Depth Base

Flush TypeFlush

ReturnFlush

ColourRemarks

HOLE DIAMETER

Depth Base

Diameter

8.00 1258.00 72

CASING DIAMETER

Depth Base

Diameter

8.00 135

DYNAMIC SAMPLING

Depth Top

Depth Base


RecoveryTest

Number

SPT DETAILS

Depth Top

Test Type


Energy Ratio

Depth Casing

Depth Water



TopResponse

BasePipe Ref

7.00 G1 SP 3.00 7.00 Pipe 1

PIPE CONSTRUCTION

Pipe Ref




Depth Top

Depth Base

Remarks

BACKFILL DETAILS

Depth Top

Depth Base

Description Remarks


LOCATION DETAILS

Remarks


TOPSOIL

MADE GROUND: Brown/black ?ll (Drillers' description)

Wea

ther

ing


0.25

DatumLevel

122.75

Wat

erst

rike

Sampling

Details Dia.


In Situ TestDetails

Install-ation

BOULDERS. (Driller's description)

BOULDER of red sandstone. (Driller's description)


(2.75)

3.00

(3.00)

6.00

(2.00)

8.00

122.75

122.75

122.75

Project Name

Project No.

Engineer

Employer


TC7818A

Fairhurst



Hole ID

BH16

Sheet 1 of 1








GROUNDWATER / GAS MONITORINGRESULTS


Recorded By: Checked By: Approved By:Date: Date: Date:Form No. IssueNo.RevisionNo Issue Date


Paul.Rodgers Paul.Rodgers13/09/2016 13/09/2016

LH22/07/2016

3.04SE-PGR-F-007A 26/07/2013

Strike at depth

Rise to depth

Time taken to

rise

Casing depth at

strike time

Casing depth to seal flow

m m

20 BOULDERS

20

Part of the Bachy Soletanche Group

Project Name Kingsford and Blackhill Landfills, Aberdeen Groundwater Inflows Recorded in

Exploratory HolesProject No. TC7818A

Engineer Fairhurst Table No.

1Employer

Hole ID Date Time Stratum Flow rate remarks

dd/mm/yyyy hhmm m m mins

20 MADE GROUNDBH01 28/04/2016 1430 4.10 4.10

BH01 28/04/2016 1530 7.50 7.50

20 5.00 MADE GROUNDBH02 20/04/2016 1115 5.00 1.00

8.00 MADE GROUNDBH02 20/04/2016 1215 8.00 7.80

20 7.00 MADE GROUNDBH03 21/04/2016 1430 4.10 4.10

20 SANDBH04 20/04/2016 0900 7.00 7.00

20 6.00 MADE GROUNDBH05 21/04/2016 0900 6.00 5.40

20 8.00 SAND & GRAVELBH05 21/04/2016 1000 8.00 3.30

20 6.00 SAND & GRAVELBH06 11/04/2016 1030 6.00 5.10

20 6.00 MADE GROUNDBH07 12/04/2016 0930 5.40 2.80

20 4.00 MADE GROUNDBH10 14/04/2016 1330 4.00 3.60

20 5.00 MADE GROUNDBH11 20/04/2016 1515 5.00 2.20

20 8.00 BOULDERBH11 20/04/2016 1615 8.00 5.70

20 9.00 FIRM & HARDBH12 19/04/2016 1015 9.00 6.60

20 BOULDERSBH13 27/04/2016 0830 7.00 7.00

20 7.00 MADE GROUNDBH14 18/04/2016 0930 7.00 6.80

20 MADE GROUNDBH15 15/04/2016 0900 2.10 2.00

20 BOULDERSBH16 15/04/2016 1400 6.00 5.80

Recorded by: Checked by: Approved by:

Date: Date: Date:Form No.

04/05/2016

04/05/2016

04/05/2016

04/05/2016

04/05/2016

04/05/2016

04/05/2016

04/05/2016

Dept

h to

bas

e of

pip

e

m

Mon

itorin

g po

int d

epth

m7.00

ID

SP

SP

8.00

6.50

8.00

6.50

16:27

13:46

13:35

16:33

16:38

16:42

15:25

14:28

14:35

14:52

15:05

15:19

15:12

Date

dd/mm/yyyy13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

13/05/2016

Time

hh:mm11:30

12:37

12:15

11:35

11:15

14:20

14:30

11:05

10:50

10:40

10:35

12:45

14:00

14:05

14:45

14:40

m0.90

0.30

5.05

3.80

4.45

4.70

1.55

1.85

2.15

1.10

SP G1

BH15 0.8004/05/2016

04/05/2016 1.00

Date


20/06/2016

20/06/2016

1.0917:3020/06/20161.30

20/06/2016 0.6817:54

1.7208:191.95

5.1008:34

1.3220/06/2016

21/06/2016

21/06/2016

21/06/2016BH14 SP 7.00

BH16

SP

7.00

BH13 SP 8.00

4.5608:55BH12 SP 9.00

G1 5.05

5.00

BH10

8.00 1.80 1.8817:00

9.00

8.00

7.00

SP 5.00

G1

SP

SP

BH11

BH08 SP

SPBH09 G1

6.00

5.00

5.00

8.00

4.35

04/05/2016

G1

04/05/2016

20/06/2016

20/06/2016

2.7112:53

4.55 4.5013:45

20/06/20162.75

4.8713:31

16:18

4.35

5.00

4.45

1.40

04/05/2016

04/05/2016

G1

5.00

7.00

G1

G1

G1

G1

12:03

4.063.80

2.20 20/06/2016

20/06/2016

12:192.25

3.65

Table No.

02

Reading

0.98hh:mm m13:10

Time

Recorded Water Level

Reading

SP

G1

SP


SPIE=Piezometer, SP=Standpipe

0.2815:100.25

7.00

Reading

5.00

8.00

BH01

BH02

COMMENTS

Exploratory Hole ID

BH07

Installation Details

0.85

2.60

3.55

6.80

6.80

6.00

5.00

G16.80

G1

SP

SP

m

G1

TypeTime

hh:mm

6.80 G1

G1

04/05/2016

04/05/2016

Date

dd/mm/yyyy13:55

14:03

16:00

Project Name Kingsford and Blackhill Landfills, Aberdeen Groundwater Readings For Installations

Project No.

Engineer

TC7818A

Fairhurst

Client

2.05

NOTES:For multiple installations at the same depth, use different Installation IDs. Otherwise, the field is optional.Monitoring point depth for piezometers = tip depth, for standpipes = base of response zone

3.68

2.19

BH03

BH04

BH05

BH06

5.00

8.00

5.574.95 14:39

12:37

20/06/2016

20/06/2016

Issue.Revision No.SE-PGR-F-008 Part of the Bachy Soletanche Group24/01/2014Issue Date

Recorded by: Checked by: Approved by:

Date: Date: Date:Form No.

01/07/2016

01/07/2016

01/07/2016

01/07/2016

01/07/2016

30/06/2016

30/06/2016

01/07/2016

Dept

h to

bas

e of

pip

e

m

Mon

itorin

g po

int d

epth

m7.00

ID

SP

SP

8.00

6.50

8.00

6.50

15:47

15:11

14:17

16:16

16:39

10:46

10:25

11:06

15:50

12:12

11:12

10:42

16:04

Date


26/07/2016

27/07/2016

26/07/2016

25/07/2016

25/07/2016

25/07/2016

25/07/2016

25/07/2016

26/07/2016

25/07/2016

25/07/2016

26/07/2016

26/07/2016

26/07/2016

25/07/2016

Time

hh:mm18:00

13:00

11:25

13:30

12:45

11:30

10:35

12:00

13:10

13:50

14:00

09:05

13:15

12:20

10:10

17:30

m1.05

0.40

5.50

4.15

4.92

5.12

1.62

2.00

2.20

1.02

SP G1

BH15 0.7501/07/2016

01/07/2016 1.17

Date

dd/mm/yyyy

1.48

2.10BH14 SP 7.00

BH16

SP

7.00

BH13 SP 8.00

BH12 SP 9.00

G1 5.19

5.00

BH10

8.00 2.00

9.00

8.00

7.00

SP 5.00

G1

SP

SP

BH11

BH08 SP

SPBH09 G1

6.00

5.00

5.00

8.00

4.51

01/07/2016

G1

01/07/2016

4.78

2.88

4.72

5.19

4.67

1.50

01/07/2016

01/07/2016

G1

5.00

7.00

G1

G1

G1

G1

4.22

2.40 3.38

3.81

Table No.

02

Reading

hh:mm m

Time

Recorded Water Level

Reading

SP

G1

SP


SPIE=Piezometer, SP=Standpipe

0.50

7.00

Reading

5.00

8.00

BH01

BH02

COMMENTS

Exploratory Hole ID

BH07

Installation Details

1.00

2.60

3.73

6.80

6.80

6.00

5.00

G16.80

G1

SP

SP

m

G1

TypeTime

hh:mm

6.80 G1

G1

30/06/2016

01/07/2016

Date

dd/mm/yyyy10:00

10:30

09:06

Project Name Kingsford and Blackhill Landfills, Aberdeen Groundwater Readings For Installations

Project No.

Engineer

TC7818A

Fairhurst

Client

2.05

NOTES:For multiple installations at the same depth, use different Installation IDs. Otherwise, the field is optional.Monitoring point depth for piezometers = tip depth, for standpipes = base of response zone

BH03

BH04

BH05

BH06

5.00

8.00

5.70

Issue.Revision No.SE-PGR-F-008 Part of the Bachy Soletanche Group24/01/2014Issue Date

Notes Type of Sampling Point:

For double gas valves, record valves separately, using separate Monitoring Point IDm

m m

m

5.05

1005

<1

6.65

>100

16.9

8.2

0.4

1

<1

>100

16.9

8.2

0.4

1

<1

-0.2

Equipment Serial Number

Monitored By

Comments

Form No. Revision No.

GD

2.06 Issue Date

7

Equipment Type

Equipment Last Calibrated

ppm

%v/v

N/A

ppm

ppm

1

86

Gas Flow

3

12:19:00

12:17:00

0.1

1

1

%v/v

%v/v

1ppm

hh:mm:ss N/A

0.1

CH4: (LEL) Steady State

%

%v/v

%v/v

hh:mm:ss

0.1

N/A

1

0.1

27/04/2016

Fine

GA5000

Project No.

0.01

Engineer

Client

TC7818A

Measured Parameter

Date

Units

hh:mm:ss

l/hr

27/01/2014

G502034

SE-EMS-F-002

Weather Conditions:

m 0.01

m

mb

mb

1

1

H2S: Peak

Hole ID

BH03

Table No.

4 5

Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring

Fairhurst


N/A

1

0.1

%v/v

%

CO: Steady State

CO2: Steady State

1

O2: Steady State

CH4: Steady State

0.1

0.1

6.50

1.00

Detection Limit

2

N/A

GMP = Gas Monitoring Point, GMP+SP = Gas Monitoring Point and Standpipe, GMP+SPIE = Gas Monitoring Point and Standpipe Piezometer, GMP+GWMP = Gas Monitoring Point and Groundwater Monitoring Point

G1Monitoring Point ID

6.50

6.50Base of response zone

Initial base depth of installationSP+GMP

Distance to monitoring point

Top of response zone

Time of initial readings

Water Level

Monitoring round no. N/A

dd/mm/yyyy

Well Type

Atmospheric pressure

CO2: Peak

Time of Steady readings

Time of 'Peak' readings

Base depth of installation at time of monitoring

CH4: (LEL) Peak

O2: Minimum

H2S: Steady State


13/05/2016

12:15:00

Relative pressure

CH4: Peak

CO: Peak



m m

m

3.80

1005

<1

5.40

12

0.6

0.1

21.2

<1

<1

4

0.2

0.1

21.5

<1

<1

-0.1


Monitored By

Comments



Hole ID

BH04Project No. TC7818A


Distance to monitoring point 6.80 Monitoring Point ID G1

6.80

Well Type SP+GMP Initial base depth of installation 6.80

Client McIntosh Plant Hire Aberdeen Ltd


N/A N/A 1 2 3

Top of response zone 1.50 Base of response zone

Date dd/mm/yyyy N/A 13/05/2016

Measured Parameter Units Detection Limit

Monitoring round no. 4 5 6 7 8

N/A 11:35:00

Water Level m 0.01

Time of initial readings hh:mm:ss

Atmospheric pressure mb 1

Relative pressure mb 1Base depth of installation at time of monitoring

m 0.01

Time of 'Peak' readings hh:mm:ss N/A

CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

11:37:00

CO2: Peak %v/v 0.1

O2: Minimum %v/v 0.1

N/A 11:39:00

CO: Peak ppm 1

H2S: Peak ppm 1

CH4: (LEL) Steady State % 1

Time of Steady readings hh:mm:ss

CH4: Steady State %v/v 0.1

CO2: Steady State %v/v 0.1

O2: Steady State %v/v 0.1

CO: Steady State ppm 1

H2S: Steady State ppm 1

Gas Flow l/hr 0.1

Weather Conditions: Fine

Equipment Type GA5000

G502034

Equipment Last Calibrated 27/04/2016

GD

SE-EMS-F-002 2.06 Issue Date 27/01/2014 Part of the Bachy Soletanche Group



m m

m

2.25

1005

<1

6.40

38

1.9

4.2

9.8

<1

<1

38

1.9

4.2

9.8

<1

<1

-0.1


Monitored By

Comments



Hole ID




6.80




N/A N/A 1 2 3





N/A 11:15:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

11:17:00

CO2: Peak %v/v 0.1


N/A 11:19:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD




m m

m

3.65

1004

<1

5.64

10

0.5

7.8

8.5

<1

<1

6

0.3

7.8

8.5

<1

<1

-0.1


Monitored By

Comments



Hole ID




6.00




N/A N/A 1 2 3





N/A 11:05:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

11:07:00

CO2: Peak %v/v 0.1


N/A 11:09:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD




m m

m

2.75

1004

<1

5.30

24

1.2

3.7

8.8

<1

<1

24

1.2

3.7

8.8

<1

<1

<0.1


Monitored By

Comments



Hole ID




5.00




N/A N/A 1 2 3





N/A 10:50:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

10:52:00

CO2: Peak %v/v 0.1


N/A 10:54:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD




m m

m

4.45

1003

<1

4.75

6

0.3

1.1

19.8

<1

<1

4

0.2

1.1

19.8

<1

<1

<0.1


Monitored By

Comments



Hole ID




5.00




N/A N/A 1 2 3





N/A 10:40:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

10:42:00

CO2: Peak %v/v 0.1


N/A 10:45:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD




m m

m

1.55

1005

<1

4.90

>100

72.8

1.8

15.9

1

<1

98

4.9

0.4

20.3

<1

<1

-0.7


Monitored By

Comments



Hole ID




5.00

Well Type SP+GMP+GWMP Initial base depth of installation 5.00



N/A N/A 1 2 3





N/A 12:45:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

12:47:00

CO2: Peak %v/v 0.1


N/A 12:49:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD




m m

m

5.05

1005

<1

6.85

46

2.3

2.9

16.5

2

<1

42

2.1

2.8

16.7

1

<1

-0.1


Monitored By

Comments



Hole ID




8.00

Well Type SP+GMP+GWMP Initial base depth of installation 8.00



N/A N/A 1 2 3





N/A 14:20:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

14:22:00

CO2: Peak %v/v 0.1


N/A 14:24:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD




m m

m

2.15

1005

<1

6.60

>100

20.8

20.6

7.7

1

<1

>100

20.8

20.6

9.7

<1

<1

-0.2


Monitored By

Comments



Hole ID




7.00




N/A N/A 1 2 3





N/A 14:30:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

14:32:00

CO2: Peak %v/v 0.1


N/A 14:34:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD




m m

m

1.10

1005

<1

4.80

16

0.8

1.0

18.1

<1

<1

4

0.2

0.1

21.7

<1

<1

-0.2


Monitored By

Comments



Hole ID




5.00




N/A N/A 1 2 3





N/A 14:45:00

Water Level m 0.01




m 0.01


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

14:47:00

CO2: Peak %v/v 0.1


N/A 14:49:00

CO: Peak ppm 1

H2S: Peak ppm 1








Gas Flow l/hr 0.1



G502034


GD


Well type Depth to base of installation mInstallation ID Depth to monitoring pointInitial Atmospheric Pressure mbar Differential PressureDate of readings dd/mm/yyyy Initial time of monitoring round hhmm

Final Atmospheric Pressure

Weather Conditions:Equipment Used (list):Equipment Last Calibrated (respective to list above):Comments

Monitored By:

Date:Form No. Revision No.

m

0.8

00:30:00

1

9855.7

Minutes

00:25:00

mbar

0.80.8

SE-EMS-F-004

28/07/2016

Water Depth

00:03:00

910

0.9

0.8

00:01:00

3.71.1

00:02:1500:02:30

Elapsed Time hh:mm:ss00:00:1500:00:3000:00:45

1.0

00:02:45

00:01:1500:01:3000:01:4500:02:00

678

2345 <0.1

<0.1<0.1

<.01Flow l/h

0.9

10.8

<0.1

<11 <1 19.01 <1 19.0

19.0

10.8 1 <1 19.0

<1 19.0

10.8 1 <1

10.8

1 <1 19.0

19.0<110.8 1 <1

1

Engineer

Client

Sunny interval

1

CO ppm

27/01/2014

Gas monitor, dip meter

Issue Date

SR

1.03

Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed

Period)

O2 %v/v

Fairhurst


TC7818A

985

10.8

Project No.

10.8

01/07/2016

10.8

00:04:0000:05:00

G1

BH03

Hole ID

Gas

Fig no.

H2S ppmCO2 %v/v

m

19.0<1

CH4 %v/v CH4 LEL %

6.506.50

01/07/2016 09:06985.00mbar

00:07:00


Flow

00:08:0000:10:0000:15:0000:20:00

19.0

10.8

00:06:00




Monitored By:



Period)

Hole ID


Engineer Fairhurst Fig no.


Gas 6.80G1 m 6.80990 mbar 990.00

01/07/2016 01/07/2016 15:47Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm

00:00:15 18.7 6.0 <1 <1 6.06.6 1 <1 6.5

CH4 %v/v CH4 LEL %

00:00:4500:00:30 11.6

00:01:00 10.1 7.0 1 <1 6.8

7.7 1 <1 7.400:01:15

00:01:4500:01:30 9.1

00:02:00 8.2 8.2 1 <1 7.8

8.5 1 <1 8.100:02:15

00:02:4500:02:30 7.6

8.400:03:00 7.4 8.5 1 <1 8.2

8.5 1 <1 8.000:04:00 6.9 8.8 1 <1

00:06:00 7.8 8.1 1 <1 7.500:05:00 7.2

7.100:07:00 8.0 8.0 1 <1 7.4

6.8 <1 <1 6.000:08:00 8.5 7.7 <1 <1

00:15:00 11.3 6.1 1 <1 5.200:10:00 10.2

00:20:0000:25:00

Minutes Flow l/h00:30:00

Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1

mbar 990Water Depth m 4.22

Sunny intervalGas Monitor, dip meter


SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 6.80G1 m 6.80989 mbar 989.00


00:00:15 2.3 8.7 1 <1 4.48.8 1 <1 4.4

CH4 %v/v CH4 LEL %

00:00:4500:00:30 1.8

00:01:00 1.4 8.9 1 <1 4.5

9.1 1 <1 4.700:01:15

00:01:4500:01:30 0.9

00:02:00 0.8 9.1 1 <1 4.7

9.3 1 <1 4.900:02:15

00:02:4500:02:30 0.4

5.100:03:00 0.4 9.2 1 <1 4.9

9.3 1 <1 5.100:04:00 0.2 9.3 1 <1

00:06:00 0.2 9.3 1 <1 5.100:05:00 0.2

5.100:07:00 0.1 9.3 1 <1 5.1

9.3 1 <1 5.100:08:00 0.1 9.3 1 <1

00:15:0000:10:00 0.1

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10


Cloudy with intermittent rainGas Monitor, dip meter


SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 6.00G1 m 6.00988 mbar 988.00


00:00:15 2.7 11.3 1 <1 0.311.6 1 <1 0.3

CH4 %v/v CH4 LEL %

00:00:4500:00:30 2.0

00:01:00 2.0 11.6 1 <1 0.3

11.5 1 <1 0.300:01:15

00:01:4500:01:30 1.9

00:02:00 2.0 11.3 1 <1 0.3

11.2 1 <1 0.300:02:15

00:02:4500:02:30 2.0

0.300:03:00 2.1 11.1 1 <1 0.3

10.8 <1 <1 0.300:04:00 2.2 10.9 <1 <1

00:06:00 2.3 10.7 <1 <1 0.300:05:00 2.3

0.300:07:00 2.4 10.6 <1 <1 0.3

10.3 <1 <1 0.300:08:00 2.4 10.5 <1 <1

00:15:00 2.9 10.1 <1 <1 0.300:10:00 2.7

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 5.00G1 m 5.00989 mbar 989.00


00:00:15 20.6 0.5 <1 <1 0.20.7 <1 <1 0.2

CH4 %v/v CH4 LEL %

00:00:4500:00:30 20.2

00:01:00 19.4 1.0 <1 <1 0.3

1.3 <1 <1 0.400:01:15

00:01:4500:01:30 18.8

00:02:00 18.2 1.6 <1 <1 0.4

2.0 <1 <1 0.500:02:15

00:02:4500:02:30 17.2

0.700:03:00 16.2 2.4 <1 <1 0.6

5.0 <1 <1 0.700:04:00 14.0 3.3 <1 <1

00:06:00 8.1 6.0 <1 <1 0.600:05:00 10.3

0.500:07:00 5.8 7.1 <1 <1 0.5

8.9 <1 <1 0.500:08:00 5.2 7.4 <1 <1

00:15:0000:10:00 2.1

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 5.00G1 m 5.00989 mbar 989.00


00:00:15 18.3 5.5 1 <1 1.55.6 1 <1 1.5

CH4 %v/v CH4 LEL %

00:00:4500:00:30 13.2

00:01:00 11.5 5.9 1 <1 1.6

6.1 1 <1 1.600:01:15

00:01:4500:01:30 11.3

00:02:00 10.7 6.4 1 <1 1.6

6.6 1 <1 1.700:02:15

00:02:4500:02:30 10.3

1.700:03:00 10.0 6.9 1 <1 1.7

7.6 1 <1 1.700:04:00 9.5 7.3 1 <1

00:06:00 8.9 7.9 1 <1 1.700:05:00 9.1

1.600:07:00 8.8 8.0 <1 <1 1.7

8.1 <1 <1 1.400:08:00 8.9 8.1 <1 <1

00:15:00 10.5 7.6 <1 <1 0.700:10:00 9.1

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 5.00G1 m 5.00985 mbar 985.00


00:00:15 21.7 0.1 <1 <1 0.60.1 <1 <1 0.4

CH4 %v/v CH4 LEL %

00:00:4500:00:30 21.8

00:01:00 21.8 0.1 <1 <1 0.3

0.1 <1 <1 0.300:01:15

00:01:4500:01:30 21.8

00:02:00 21.7 0.1 <1 <1 0.2

0.1 <1 <1 0.200:02:15

00:02:4500:02:30 21.7

0.200:03:00 21.7 0.1 <1 <1 0.200:04:00 21.7 0.1 <1 <1

00:06:0000:05:00

00:07:0000:08:00

00:15:0000:10:00

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 8.00G1 m 8.00986 mbar 986.00


00:00:15 21.1 <0.1 <1 <1 <0.1<0.1 <1 <1 <0.1

CH4 %v/v CH4 LEL %

00:00:4500:00:30 21.3

00:01:00 21.3 0.1 <1 <1 <0.1

0.1 <1 <1 <0.100:01:15

00:01:4500:01:30 21.3

00:02:00 21.3 0.1 <1 <1 <0.1

0.2 <1 <1 <0.100:02:15

00:02:4500:02:30 21.2

<0.100:03:00 21.1 0.3 <1 <1 <0.1

0.4 <1 <1 <0.100:04:00 21.0 0.4 <1 <1

00:06:00 20.9 0.6 <1 <1 <0.100:05:00 21.0

<0.100:07:00 20.8 0.7 <1 <1 <0.1

0.6 <1 <1 <0.100:08:00 20.8 0.7 <1 <1

00:15:0000:10:00 20.9

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

27/07/2016




Monitored By:



Period)

Hole ID




Gas 7.00G1 m 7.00986 mbar 986.00


00:00:15 19.5 2.3 1 <1 1.91.6 <1 <1 1.3

CH4 %v/v CH4 LEL %

00:00:4500:00:30 19.7

00:01:00 20.3 1.0 <1 <1 0.8

0.8 <1 <1 0.600:01:15

00:01:4500:01:30 20.5

00:02:00 20.6 0.7 <1 <1 0.5

0.6 <1 <1 0.500:02:15

00:02:4500:02:30 20.7

0.400:03:00 20.7 0.6 <1 <1 0.4

0.5 <1 <1 0.300:04:00 20.9 0.6 <1 <1

00:06:00 21.0 0.5 <1 <1 0.400:05:00 21.0

0.300:07:00 21.2 0.4 <1 <1 0.3

0.3 <1 <1 0.200:08:00 21.2 0.4 <1 <1

00:15:00 21.5 0.3 <1 <1 0.200:10:00 21.4

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 5.00G1 m 5.00986 mbar 985.00


00:00:15 17.8 1.7 <1 <1 0.61.5 <1 <1 0.5

CH4 %v/v CH4 LEL %

00:00:4500:00:30 18.2

00:01:00 18.5 1.3 <1 <1 0.4

0.9 <1 <1 0.300:01:15

00:01:4500:01:30 19.3

00:02:00 20.1 0.6 <1 <1 0.2

0.6 <1 <1 0.200:02:15

00:02:4500:02:30 20.2

<0.100:03:00 20.5 0.4 <1 <1 0.1

0.1 <1 <1 <0.100:04:00 21.2 0.1 <1 <1

00:06:00 21.0 0.2 <1 <1 0.100:05:00 21.3

0.100:07:00 20.9 0.2 <1 <1 0.1

0.2 <1 <1 0.100:08:00 20.8 0..2 <1 <1

00:15:0000:10:00 20.8

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:


m

0.10.1

00:30:00

1

9975.5

Minutes

00:25:00

mbar

0.10.1

SE-EMS-F-004

0.10.10.1

<0.1

28/07/2016

Water Depth

00:03:00

910

0.2

0.2

00:01:00

20.519.7

00:02:1500:02:30

Elapsed Time hh:mm:ss00:00:1500:00:3000:00:45

1.0

00:02:45

00:01:1500:01:3000:01:4500:02:00

678

2345 <0.1

<0.1<0.1

<0.1

10.9

Flow l/h

0.4

11.0

<0.1

1 823

20.320.320.2

6

3 13

1 5 20.3

12

1 4 20.3

20.3

11.0 1 3 20.3

<1 20.1

11.0 1 2

10.9

1 1 20.2

20.2<10.5 1 <1

3

Engineer

Client

Sunny

1

CO ppm

27/01/2014

Gas monitor, dip meter

Issue Date

SR

1.03

Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed

Period)

O2 %v/v

Fairhurst


TC7818A

997

10.6

Project No.

11.0

27/07/2016

11.0

00:04:0000:05:00

G1

BH03

11.011.011.0

Hole ID

Gas

Fig no.

H2S ppmCO2 %v/v

m

20.31 7 20.3

9

20.2

1

CH4 %v/v CH4 LEL %

6.506.50

27/07/2016 11:12997.00mbar

00:07:00


Flow

00:08:0000:10:0000:15:00

11.0

00:20:00

0.6

11.0

00:06:00




Monitored By:



Period)

Hole ID




Gas 6.80G1 m 6.80998 mbar 998.00


00:00:15 21.1 0.1 <1 <1 0.67.1 1 <1 5.3

CH4 %v/v CH4 LEL %

00:00:4500:00:30 11.3

00:01:00 9.3 7.7 1 <1 5.7

8.9 1 <1 6.500:01:15

00:01:4500:01:30 7.5

00:02:00 6.0 9.8 1 <1 7.1

10.0 1 <1 7.300:02:15

00:02:4500:02:30 5.6

7.600:03:00 4.9 10.3 1 <1 7.6

10.6 1 <1 7.700:04:00 4.7 10.3 1 <1

00:06:00 3.9 11.0 1 <1 7.800:05:00 4.1

7.800:07:00 3.4 10.9 1 <1 7.9

10.7 1 <1 7.700:08:00 3.2 10.8 1 <1

00:15:0000:10:00 3.4

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1


Sunny Gas Monitor, dip meter


SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 6.80G1 m 6.80998 mbar 998.00


00:00:15 15.4 10.2 1 <1 5.59.6 1 <1 5.2

CH4 %v/v CH4 LEL %

00:00:4500:00:30 2.2

00:01:00 1.9 9.6 1 <1 5.2

9.5 1 <1 5.100:01:15

00:01:4500:01:30 2.0

00:02:00 2.3 9.4 1 <>1 5.1

9.3 1 <1 5.000:02:15

00:02:4500:02:30 2.4

5.000:03:00 2.3 9.3 1 <1 5.0

9.1 1 <1 4.900:04:00 2.3 9.2 1 <1

00:06:00 2.6 9.1 1 <1 4.900:05:00 2.5

4.900:07:00 2.6 9.1 1 <1 4.9

9.2 1 <1 4.900:08:00 2.5 9.1 1 <1

00:15:0000:10:00 2.4

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10


SunnyGas Monitor, dip meter


SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 6.00G1 m 6.00988 mbar 988.00


00:00:15 9.4 8.6 <1 <1 0.18.7 <1 <1 0.1

CH4 %v/v CH4 LEL %

00:00:4500:00:30 6.9

00:01:00 6.6 8.8 <1 <1 0.1

9.0 <1 <1 0.100:01:15

00:01:4500:01:30 6.6

00:02:00 6.4 9.0 <1 <1 0.1

9.1 <1 <1 0.100:02:15

00:02:4500:02:30 6.2

0.100:03:00 5.6 9.4 <1 <1 0.1

10.0 <1 <1 0.100:04:00 5.0 9.8 <1 <1

00:06:00 4.4 10.7 <1 <1 0.100:05:00 4.7

0.100:07:00 3.8 10.6 <1 <1 0.1

10.3 <1 <1 0.100:08:00 3.1 10.5 <1 <1

00:15:00 1.8 10.1 <1 <1 0.100:10:00 2.5

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1


Heavy rain followed by sunshineGas Monitor, dip meter


SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 5.00G1 m 5.00997 mbar 997.00


00:00:15 20.6 6.2 2 <1 3.36.1 1 <1 3.1

CH4 %v/v CH4 LEL %

00:00:4500:00:30 2.3

00:01:00 2.2 6.2 <1 <1 3.2

6.3 <1 <1 3.200:01:15

00:01:4500:01:30 2.0

00:02:00 1.8 6.4 <1 <1 3.2

6.5 <1 <1 3.300:02:15

00:02:4500:02:30 1.6

3.300:03:00 1.5 6.6 <1 <1 3.3

6.9 <1 <1 3.400:04:00 1.3 6.7 <1 <1

00:06:00 0.9 7.1 <1 <1 3.400:05:00 1.1

3.600:07:00 0.7 7.5 <1 <1 3.5

8.1 <1 <1 3.600:08:00 0.5 7.8 <1 <1

00:15:00 0.5 8.0 <1 <1 3.600:10:00 0.4

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1


sunshine with intermittent rainGas Monitor, dip meter


SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 5.00G1 m 5.00998 mbar 998.00


00:00:15 13.9 6.4 2 <1 0.76.6 1 <1 0.7

CH4 %v/v CH4 LEL %

00:00:4500:00:30 9.2

00:01:00 8.5 6.9 1 <1 0.7

7.2 1 <1 0.700:01:15

00:01:4500:01:30 8.0

00:02:00 7.5 7.4 1 <1 0.8

7.7 1 <1 0.800:02:15

00:02:4500:02:30 7.1

0.800:03:00 6.7 7.9 1 <1 0.8

9.0 1 <1 0.900:04:00 5.6 8.7 1 <1

00:06:00 4.4 7.9 1 <1 0.900:05:00 5.2

0.800:07:00 4.0 8.0 1 <1 0.9

8.1 <1 <1 0.700:08:00 3.6 8.1 1 <1

00:15:00 3.1 7.6 <1 <1 0.700:10:00 3.2

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1


CloudyGas Monitor, dip meter


SR

28/07/2016




Monitored By:



Period)

Hole ID



Client Aberdeen Football Club

Gas 5.00G1 m 5.00

1001 mbar 1000.0026/07/2016 26/07/2016 08:54

Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm00:00:15 21.7 0.1 1 <1 0.1

0.7 <1 <1 9.4

CH4 %v/v CH4 LEL %

00:00:4500:00:30 21.6

00:01:00 21.4 0.2 <1 <1 1.1

0.2 <1 <1 1.000:01:15

00:01:4500:01:30 21.5

00:02:00 21.5 0.2 <1 <1 0.8

0.1 <1 <1 0.600:02:15

00:02:4500:02:30 21.4

0.400:03:00 21.4 0.1 <1 <1 0.5

0.1 <1 <1 0.300:04:00 21.4 0.1 <1 <1

00:06:00 21.3 0.1 <1 <1 0.300:05:00 21.4

0.200:07:00 21.3 0.1 <1 <1 0.2

0.1 <1 <1 0.200:08:00 21.3 0.1 <1 <1

00:15:00 21.3 0.1 <1 <1 0.200:10:00 21.3

00:20:00 .00:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:



Period)

Hole ID



Client McIntosh Plant Hire Abeerdeen Ltd

Gas 8.00G1 m 8.00986 mbar 1082.00


00:00:15 19.8 0.2 <1 <1 <0.1<0.1 <1 <1 <0.1

CH4 %v/v CH4 LEL %

00:00:4500:00:30 21.5

00:01:00 21.5 <0.1 <1 <1 <0.1

<0.1 <1 <1 <0.100:01:15

00:01:4500:01:30 21.5

00:02:00 21.6 <0.1 <1 <1 <0.1

<0.1 <1 <1 <0.100:02:15

00:02:4500:02:30 21.6

<0.100:03:00 21.6 0.1 <1 <1 <0.1

<0.1 <1 <1 <0.100:04:00 21.6 0.1 <1 <1

00:06:0000:05:00 21.6

00:07:0000:08:00

00:15:0000:10:00

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

27/07/2016




Monitored By:



Period)

Hole ID




Gas 7.00G1 m 7.00986 mbar 1082.00


00:00:15 14.4 17.5 1 <1 33.117.8 1 <1 33.1

CH4 %v/v CH4 LEL %

00:00:4500:00:30 6.3

00:01:00 6.2 17.9 1 <1 33.1

17.7 1 <1 33.200:01:15

00:01:4500:01:30 6.0

00:02:00 6.2 17.3 1 <1 32.7

17.1 1 <1 32.200:02:15

00:02:4500:02:30 6.2

33.000:03:00 6.4 17.3 1 <1 32.0

18.0 <1 <1 33.100:04:00 6.0 17.8 1 <1

00:06:00 5.8 0.5 1 <1 32.800:05:00 5.6

32.900:07:00 5.9 0.4 <1 <1 32.8

0.3 <1 <1 35.600:08:00 4.2 0.4 <1 <1

00:15:00 3.6 0.3 <1 <1 36.900:10:00 4.3

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016




Monitored By:



Period)

Hole ID




Gas 5.00G1 m 5.00

1002 mbar 1002.0026/07/2016 26/07/2016 10:42

Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm00:00:15 21.3 0.8 <1 <1 0.1

0.8 <1 <1 <0.1

CH4 %v/v CH4 LEL %

00:00:4500:00:30 20.9

00:01:00 20.7 0.8 <1 <1 <0.1

0.7 <1 <1 <0.100:01:15

00:01:4500:01:30 20.6

00:02:00 20.7 0.7 <1 <1 <0.1

0.6 <1 <1 <0.100:02:15

00:02:4500:02:30 20.8

<0.100:03:00 20.7 0.4 <1 <1 <0.1

0.2 <1 <1 <0.100:04:00 20.9 0.3 <1 <1

00:06:00 21.0 0.2 <1 <1 <0.100:05:00 21.0

<0.100:07:00 21.0 0.2 <1 <1 <0.1

0.2 <1 <1 <0.100:08:00 21.2 0..2 <1 <1

00:15:0000:10:00 21.2

00:20:0000:25:00


Flow 1 <0.12 <0.13 <0.14 <0.15 <0.16 <0.17 <0.18 <0.19 <0.1

10 <0.1




SR

28/07/2016


mbgl

mbgl

Weather Conditions:

Equipment Used (list):

Equipment Last Calibrated (respective to list above):

Comments

Monitored By:

Form No. Revision No.SE-PGR-F-012 2.05 Issue Date 24/01/2014 Part of the Bachy Soletanche Group

SR

Date: 28/07/2016

1. Sunny interval, 2. Cloudy

Dip meter, oil interface meter

Odour Olfactory N/A None None

Cloudy Visual N/AYes - trace

of oilYes - trace

of oil

Colour Visual N/AGrey/brow

nGrey/brow

n

Volume of water purged

litres 0.01

Turbidity ftu 0.01

Redox Potential (ORP)

mV 1

Dissolved Oxygen % 0.01

Conductivity µS/cm 0.01

Temperature °C 0.01

pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01

Water Level m 0.01 1.00 1.05

Time of initial reading

hh:mm N/A 10:00 18:00

Datedd/mm/

yyyyN/A 01/07/2016 25/07/2016

Well volume

Monitoring round no.

N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit

Depth to base of installation 7.00

Distance to monitoring point from datum 7.00 Monitoring Point ID G1


OB = Open Borehole, SP = Standpipe, SPIE = Piezometer, GMP = Gas monitoring point,GWP = Groundwater monitoring point, SS = Surface Sample, NR = Not Recorded

Well Type Gas

Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of In-Situ Water Monitoring

Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Sunny interval, 2.Cloudy



Cloudy Visual N/A Yes Yes

Colour Visual N/APale

yellowish Pale

yellowish


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01

Water Level m 0.01 0.50 0.40


hh:mm N/A 10:30 13:00

Datedd/mm/

yyyyN/A 01/07/2016 26/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



CommentsPotentially unreliable reading in round 1

Monitored By:

Form No. Revision No. Part of the Bachy Soletanche Group

SR

Date: 28/07/2016

0.01

0.01

N/A

1. Sunny interval, 2. Sunshine

litres

0.01

0.01

Cloudy

Olfactory N/A


Colour


Water Level

Turbidity

Odour

Dissolved Oxygen

Well volume

hh:mm

dd/mm/ yyyy


DNAPL

m

m

Temperature

Conductivity

pH Units

ftu

Visual

1mV

Visual

0.01

N/A

09:06 11:25

5.50

01/07/2016

5.50

Engineer

Client


Fig no.

5.70

TC7818A

Fairhurst


2.05

0.01

Hole ID

Issue Date


24/01/2014

Project No. BH03

N/A

27/07/2016

5.50

µS/cm

%

pH

N/A

0.01

0.01

0.01

m

LNAPL

Date


°C

Well Type Gas


Distance to monitoring point from datum 6.50


Monitoring Point ID

Measured Parameter

UnitsDetection

Limit

G1

N/A N/A 1 2

SE-PGR-F-012


mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

Sunny interval


Odour Olfactory N/A

Cloudy Visual N/A

Colour Visual N/A


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 4.20 4.14

Water Level m 0.01 4.22 4.15


hh:mm N/A 15:47 13:30

Datedd/mm/

yyyyN/A 01/07/2016 26/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

Cloudy with intermittent rain


Odour Olfactory N/A

Cloudy Visual N/A

Colour Visual N/A


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 2.35 3.37

Water Level m 0.01 2.40 3.38


hh:mm N/A 15:11 12:45

Datedd/mm/

yyyyN/A 01/07/2016 25/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1. Cloudy with intermittent rain, 2.Heavy rain / sunny


Potentially unreliable reading in round 2

Odour Olfactory N/A

Cloudy Visual N/A

Colour Visual N/A


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 3.69 3.37

Water Level m 0.01 3.73 3.81


hh:mm N/A 14:17 12:00

Datedd/mm/

yyyyN/A 01/07/2016 25/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Cloudy with intermittent rain, 2. Rain with sunny intervals


Odour Olfactory N/A

Cloudy Visual N/A

Colour Visual N/A


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01

Water Level m 0.01 2.60 2.88


hh:mm N/A 16:16 13:10

Datedd/mm/

yyyyN/A 30/06/2016 25/07/2016

Well volume


N/A N/A 1

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

Cloudy with intermittent rain


Odour Olfactory N/A

Cloudy Visual N/A

Colour Visual N/A


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 4.50 4.91

Water Level m 0.01 4.51 4.92


hh:mm N/A 16:39 13:50

Datedd/mm/

yyyyN/A 30/06/2016 25/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Sunny interval, 2.cloudy


Odour Olfactory N/A NoneSlight

Sulphur

Cloudy Visual N/AYes - traces

of oilYes - Trace

of oil

Colour Visual N/AGrey/brow

nGrey/Brow

n


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01

Water Level m 0.01 4.78 5.12


hh:mm N/A 10:46 14:00

Datedd/mm/

yyyyN/A 01/07/2016 25/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Water


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Cloudy with intermittent rain, 2.cloudy


Odour Olfactory N/APetrol

(strong)Petrol

(strong)


of oilYes - Trace

of oil

Colour Visual N/AGreenish

greyGreenish

grey


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01

Water Level m 0.01 1.50 1.62


hh:mm N/A 10:25 09:05

Datedd/mm/

yyyyN/A 30/06/2016 26/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Sunny interval, 2.Cloudy



Cloudy Visual N/AYes - with particles

Yes - with particles

Colour Visual N/APale

yellowish Pale

Yellowish


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01

Water Level m 0.01 2.00 2.00


hh:mm N/A 11:06 13:15

Datedd/mm/

yyyyN/A 01/07/2016 25/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

Sunny interval


Odour Olfactory N/A Sulphur Sulphur

Cloudy Visual N/AYes- trace

of oilYes - trace

of oil

Colour Visual N/ADark

greenish Dark

greenish


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 4.70 4.67

Water Level m 0.01 4.72 4.67


hh:mm N/A 15:50 12:20

Datedd/mm/

yyyyN/A 01/07/2016 25/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Sunny interval, 2. sunny intervals


Odour Olfactory N/APetrol (slight)

Petrol (slight)


of oilYes - Trace

of oil

Colour Visual N/ADark

greyish Dark

greyish


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 5.17 5.19

Water Level m 0.01 5.19 5.19


hh:mm N/A 12:12 11:30

Datedd/mm/

yyyyN/A 01/07/2016 26/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Cloudy with intermittent rain, 2.cloudy with sunshine


Potentially unreliable reading in round 1

Odour Olfactory N/A

Cloudy Visual N/A

Colour Visual N/A


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 2.00 2.20

Water Level m 0.01 2.10 2.20


hh:mm N/A 11:12 10:35

Datedd/mm/

yyyyN/A 01/07/2016 26/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Sunny interval, 2. Rain


Odour Olfactory N/A

Cloudy Visual N/A

Colour Visual N/A


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 0.75 1.01

Water Level m 0.01 0.75 1.02


hh:mm N/A 10:42 10:10

Datedd/mm/

yyyyN/A 01/07/2016 26/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Gas


Hole ID




mbgl

mbgl

Weather Conditions:



Comments

Monitored By:


SR

Date: 28/07/2016

1.Sunny interval, 2.cloudy


Odour Olfactory N/A None none

Cloudy Visual N/A Yes yes

Colour Visual N/ALight

yellowish Light

yellowish


litres 0.01

Turbidity ftu 0.01


mV 1




pH pH Units 0.01

DNAPL m 0.01

LNAPL m 0.01 1.17 1.47

Water Level m 0.01 1.17 1.48


hh:mm N/A 16:04 17:30

Datedd/mm/

yyyyN/A 01/07/2016 25/07/2016

Well volume


N/A N/A 1 2

Measured Parameter

UnitsDetection

Limit





Well Type Water


Hole ID




SECTION BLaboratory Testing

KEY TO LABORATORY TEST RESULTS AND SUMMARY SHEETS


SECTION B: KEY TO LABORATORY TEST RESULTS AND SUMMARY SHEETS

FIELD IDENTIFICATION

Sample Type U Undisturbed sample D Small disturbed sample UT Thin wall open drive tube sample B Bulk disturbed sample P Piston sample AMAL Amalgamated sample TW Thin walled sample BLK Block sample L Liner sample C Core sample

Test status Any result in italics indicates a test that is not within the scope of the UKAS accreditationfor this laboratory.

SUMMARY OF LABORATORY SOIL TESTS: INDEX / CLASSIFICATION TESTS

Particle density p Small pyknometer method g Gas jar method

Plastic index N/P Non plastic, although liquid limit will have been determined if requested

Particle size (PSD) 1 Following value in silt column denotes combined clay and silt fractionp Following value in clay column denotes sedimentation by pipette, else

sedimentation is by hydrometer.

SUMMARY OF LABORATORY SOIL TESTS: STRENGTH AND PERMEABILITY TESTS

Triaxial UU Single stage unconsolidated quick undrainedUUM Multi stage unconsolidated quick undrainedUU3 Set of 3 unconsolidated quick undrainedCU Single stage consolidated undrainedCUM Multi stage consolidated undrainedCU3 Set of 3 consolidated undrainedCD Single stage consolidated drainedCDM Multi stage consolidated drainedCD3 Set of 3 consolidated drained

Note that single stage tests are reported assuming phi = 0 for total stress

Consolidation Oed One-dimensional oedometermv Coefficient of compressibility quoted for range p0 to p0 + 100kPa, where determined

Permeability C Constant head permeability

Shearbox SSB Small shear boxLSB Large shear boxp Peak valuer Residual shear strengthRS Ring shear


Section B - Key_Norwest-ReportSectionA1 14/03/2013 15:39 Page 1

SECTION B: KEY TO LABORATORY TEST RESULTS AND SUMMARY SHEETS


SUMMARY OF LABORATORY SOIL RE-USE TESTS

MCV s MCV value at natural or specified moisture contentint Intercept of calibration line in MCV calibration

SUMMARY OF LABORATORY ROCK STRENGTH TESTS

Point Type D Diametral A AxialLoad (combination I Irregular lump B Block

of) L Test performed parallel to planes of weaknessP Test performed perpendicular to planes of weaknessX Invalid failure of point load (not broken between points of load application)

SUMMARY OF LABORATORY ROCK MATERIALS TESTS

Ten% fines w Soaked test d Dry test

Important note: Summary sheets are provided for convenience and in no way replace individual test result sheets which shall,without exception, be regarded as the definitive result.

POINT LOAD INDEX RESULT

Point Type D Diametral A AxialLoad (combination I Irregular lump B Block

of) L Test performed parallel to planes of weaknessP Test performed perpendicular to planes of weaknessX Invalid failure of point load (not broken between points of load application)

Dimensions W Diameter of core or average smallest width perpendicular to axis of loading in ablock or irregular lump

D Distance between platens when just in contact with specimenD' Distance between platens at point of failureDe Equivalent core diameter Is P/De2

Is(50) F x Is F (De/50)0.45

Is(50) point load strength index corrected for a diametral test of core diameter 50mmFor Axial/Lump tests De2 = (4/Pi) x (W x D')For Diametral tests De2 = D x D'

Section B - Key_Norwest-ReportSectionA1 14/03/2013 15:39 Page 2



LABORATORY SOIL TESTSUMMARY SHEETS


% % % % % % % % % % %

3 B 01 6.6 13.2 46.9 33.3 0.0

Approved by:

Ian Linton Print date

Revision No. 2.03 Issue Date 20/11/2012 Part of the Bachy Soletanche Group

Leeds Laboratory

25/07/2016

Mg/m³

BH01 0.50 0.50

Clay

Silt

Sand

Gravel

Cobbles

Particle size

Particle Density

Liquid Limit

Plastic Limit

Plastic Index

Passing 425µm

Linear Shrinkage

Hole ID

Sample depth m

Sample no.

Sample type

Specimen depth m

Specimen no.

Moisture Content

Bulk Density

Dry Density

McIntosh Plant Hire, Aberdeen Ltd

Project No. TC7818A

Engineer Fairhurst

Employer

Project Name Westhill Landfills Ground Investigation Classification Tests

Summary



LABORATORY SOIL TESTDATA SHEETS


Description

PARTICLE SIZE

Clay:

Silt:

Sand:

Gravel:

Cobbles:

Particle density: Assumed

Approved by:

Print date

Revision No. Part of the Bachy Soletanche Group

Ian Linton 25/07/2016

3.04 Issue Date 24/07/2015

0.063 20

0.15 29

20.0 84 0.212 35

28.0 90 0.3 41

37.5 90 0.425 47

50.0 100 0.6 52 0.001450 6

63.0 100 1.18 61 0.002740 7

75.0 100 2 67 0.004050 8

90.0 100 3.35 72 0.008070 11

125.0 100 5 74 0.017600 14

18

6.3 76 0.024600 16

Cumulative

% passing

14 81

10 78 0.048000

0.0

2.65Mg/m³

WET SIEVE DATA SEDIMENTATION DATASieve size mm Cumulative

% passing

Sieve size mm Cumulative

% passing

Equivalent

particle

diameter mm

%

6.6

13.2

46.9

33.3

General remarks

Brown slightly clayey gravelly SAND with occasional rootlets. Gravel is fine to coarse

subrounded to subangular.

Specimen Depth

0.50m

Specimen No.

1

Fairhurst Sample Number

3

Employer McIntosh Plant Hire, Aberdeen LtdBS 1377: Part 2: 1990: 9.2 and 9.5.

Sample type

B

Project Name Westhill Landfills Ground Investigation Particle Size

Distribution

Hole ID

BH01

Project No. TC7818A Sample Depth

0.50m

Engineer

0.002

0.006

0.03

0.06

0.2

0.6

2 6 20

60

0

10

20

30

40

50

60

70

80

90

100

Percentage Passing (%)

Sieve Size (mm)

Documents

111644: A.F.C. Proposed Kingsford Stadium Geo ... · PDF file4 BS EN ISO 14688-1: 2002: Geotechnical Investigation and testing – Identification and Classification of Soil Part 1: