Post on 01-Feb-2018
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
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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
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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
Page 2 of 2 Issue 2.0
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
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
CABLE PERCUSSION AND ROTARY DRILLING RECORDS
section title sheets x25.indd 11 14/03/2013 16:17
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
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
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH02
Sheet 1 of 1
Ground Level +113.37mOD Coordinates 384402.70E, 806671.60N Grid National Grid
Date Started 20/04/2016 Date Completed 20/04/2016 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 11:13 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 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
Date Time DepthDepth Casing
Depth Water
Remarks
20/04/2016 13:30 8.00 8.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
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
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
8.00 G1 SP 5.00 8.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 5.00 50 PLAINPipe 1 5.00 8.00 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 5.00 Bentonite5.00 8.00 Gravel back?ll
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL.
MADE GROUND. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(0.70)
0.70
DatumLevel
113.37
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
MADE GROUND: Possible brown boulder. (Driller's description)
Possible MADE GROUND. (Driller's description)
End of borehole at 8.000m
(4.30)
5.00
(0.50)
5.50
(2.50)
8.00
113.37
113.37
113.37
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH02
Sheet 1 of 1
Ground Level +113.37mOD Coordinates 384402.70E, 806671.60N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH03
Sheet 1 of 1
Ground Level +119.32mOD Coordinates 384400.90E, 806525.40N Grid National Grid
Date Started 21/04/2016 Date Completed 21/04/2016 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 11:13 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 21/04/2016 11:30 21/04/2016 12:30 TT EB Hand tools1.20 7.00 RO 21/04/2016 12:30 21/04/2016 16:00 TT EB Deltabase 520
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
21/04/2016 16:00 7.00 7.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
21/04/2016 14:30 4.10 7.00 4.10 20 Seepage
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 7.00 AIR/MIST 100 Brown
HOLE DIAMETER
Depth Base
Diameter
7.00 125
CASING DIAMETER
Depth Base
Diameter
7.00 125
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
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
6.50 G1 SP 1.00 6.50 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.00 50 PLAINPipe 1 1.00 6.50 50 SLOTTED
DEPTH RELATED REMARKS
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
Description of Strata
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
LegendDepth(Thick-ness)
(0.30)
0.30
(0.70)
1.00
DatumLevel
119.32
119.32
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
description)
MADE GROUND: Clay, gravel, plastic bags etc (Driller's description)
Brown coarse SAND (Driller's description)
End of borehole at 7.000m
(4.00)
5.00
(1.50)
6.50
(0.50)
7.00
119.32
119.32
119.32
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH03
Sheet 1 of 1
Ground Level +119.32mOD Coordinates 384400.90E, 806525.40N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH04
Sheet 1 of 1
Ground Level +117.45mOD Coordinates 384217.30E, 806472.40N Grid National Grid
Date Started 19/04/2016 Date Completed 20/04/2016 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 11:13 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 19/04/2016 07:30 19/04/2016 09:00 TT EB Hand tools1.20 8.45 RO 19/04/2016 09:00 20/04/2016 14:30 TT EB Deltabase 520
PROGRESS
Date Time DepthDepth Casing
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
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
20/04/2016 09:00 7.00 7.00 20 Damp
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 8.45 AIR/MIST 100 Brown
HOLE DIAMETER
Depth Base
Diameter
8.45 125
CASING DIAMETER
Depth Base
Diameter
8.00 125
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 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
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
6.80 G1 SP 1.50 6.80 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.50 50 PLAINPipe 1 1.50 6.80 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 1.50 Bentonite1.50 6.80 Gravel back?ll6.80 8.45 Bentonite
LOCATION DETAILS
Remarks
Description of Strata
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
LegendDepth(Thick-ness)
(0.30)
0.30
(0.90)
1.20
DatumLevel
117.45
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 1.00D 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.
End of borehole at 8.450m
(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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH04
Sheet 1 of 1
Ground Level +117.45mOD Coordinates 384217.30E, 806472.40N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH05
Sheet 1 of 1
Ground Level +115.08mOD Coordinates 384111.40E, 806509.30N Grid National Grid
Date Started 21/04/2016 Date Completed 21/04/2016 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 11:13 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 21/04/2016 07:30 21/04/2016 08:00 TB TB Hand tools1.20 8.00 RO 21/04/2016 08:00 21/04/2016 17:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
21/04/2016 17:30 8.00 8.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
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
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
6.80 G1 SP 1.50 6.80 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.50 50 PLAINPipe 1 1.50 6.80 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 1.50 Bentonite1.50 6.80 Gravel back?ll6.80 8.00 Bentonite
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL.
MADE GROUND: Sand with timber and gravel. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(0.60)
0.60
DatumLevel
115.08
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
BOULDER. (Driller's description)
Possible SAND and GRAVEL. (Driller's description)
End of borehole at 8.000m
(6.20)
6.80
(0.40)
7.20
(0.80)
8.00
115.08
115.08
115.08
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH05
Sheet 1 of 1
Ground Level +115.08mOD Coordinates 384111.40E, 806509.30N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH06
Sheet 1 of 1
Ground Level +116.32mOD Coordinates 384069.10E, 806419.20N Grid National Grid
Date Started 11/04/2016 Date Completed 11/04/2016 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 11:13 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 11/04/2016 07:30 11/04/2016 08:30 TB TB Hand tools1.20 6.00 RO 11/04/2016 08:30 11/04/2016 17:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
11/04/2016 17:30 6.00 6.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
11/04/2016 10:30 6.00 6.00 5.10 20
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
6.00 G1 SP 3.50 6.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 3.50 50 PLAINPipe 1 3.50 6.00 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 3.50 Bentonite3.50 6.00 Gravel back?ll
LOCATION DETAILS
Remarks
Drilled rods through obstruction, then advanced casing.
Description of Strata
TOPSOIL.
MADE GROUND. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
0.25
DatumLevel
116.32
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
MADE GROUND: Boulder. (Driller's description)
MADE GROUND. (Driller's description)
SAND and GRAVEL. (Driller's description)
End of borehole at 6.000m
(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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH06
Sheet 1 of 1
Ground Level +116.32mOD Coordinates 384069.10E, 806419.20N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH07
Sheet 1 of 1
Ground Level +117.76mOD Coordinates 384156.50E, 806393.60N Grid National Grid
Date Started 12/04/2016 Date Completed 12/04/2016 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 11:13 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 12/04/2016 07:30 12/04/2016 08:00 TB TB Hand tools1.20 6.00 RO 12/04/2016 08:00 12/04/2016 11:00 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
12/04/2016 11:00 6.00 6.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
12/04/2016 09:30 5.40 6.00 2.80 20
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
5.00 G1 SP 1.50 5.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.50 50 PLAINPipe 1 1.50 5.00 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 1.50 Bentonite1.20 5.00 Gravel back?ll5.00 6.00 Bentonite
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL.
MADE GROUND. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(0.40)
0.40
DatumLevel
117.76
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
End of borehole at 6.000m
(5.60)
6.00 117.76
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH07
Sheet 1 of 1
Ground Level +117.76mOD Coordinates 384156.50E, 806393.60N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH08
Sheet 1 of 1
Ground Level +120.21mOD Coordinates 384308.40E, 806388.60N Grid National Grid
Date Started 12/04/2016 Date Completed 14/04/2016 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 11:13 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 12/04/2016 11:00 12/04/2016 11:30 TB TB Hand tools1.20 6.00 RO 12/04/2016 11:30 14/04/2016 11:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
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
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
5.00 G1 SP 2.50 5.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 2.50 50 PLAINPipe 1 2.50 5.00 50 SLOTTED
DEPTH RELATED REMARKS
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.
Description of Strata
TOPSOIL.
MADE GROUND. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(0.40)
0.40
DatumLevel
120.21
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
BOULDERS (Obstruction). (Driller's description)
Probable BOULDER. (Driller's description)
End of borehole at 6.000m
(2.10)
2.50
(1.70)
4.20
(1.80)
6.00
120.21
120.21
120.21
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH08
Sheet 1 of 1
Ground Level +120.21mOD Coordinates 384308.40E, 806388.60N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH08A
Sheet 1 of 1
Ground Level +120.21mOD Coordinates 384310.40E, 806390.60N Grid National Grid
Date Started 13/04/2016 Date Completed 13/04/2016 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 11:13 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 13/04/2016 11:30 13/04/2016 12:00 TB TB Hand tools1.20 2.00 RO 13/04/2016 12:00 13/04/2016 13:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
13/04/2016 13:30 2.00 2.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
LOCATION DETAILS
Remarks
Borehole terminated at 2.00m on obstruction.
Description of Strata
MADE GROUND. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(2.00)
DatumLevel
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
Obstruction. (Driller's description)
End of borehole at 2.000m
2.002.00 120.21120.21
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH08A
Sheet 1 of 1
Ground Level +120.21mOD Coordinates 384310.40E, 806390.60N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH09
Sheet 1 of 1
Ground Level +120.64mOD Coordinates 384351.70E, 806363.10N Grid National Grid
Date Started 13/04/2016 Date Completed 13/04/2016 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 11:13 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 13/04/2016 13:30 13/04/2016 14:15 TB TB Hand tools1.20 8.00 RO 13/04/2016 14:15 13/04/2016 17:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
13/04/2016 17:30 8.00 8.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
8.00 G1 SP 4.50 8.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 4.50 50 PLAINPipe 1 4.50 8.00 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete1.00 4.50 Bentonite4.50 8.00 Gravel back?ll
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL and OVERBURDEN. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(1.50)
DatumLevel
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
Sandy GRAVEL with boulders. (Driller's description)
Possible SANDSTONE. (Driller's description)
End of borehole at 8.000m
1.50
(3.20)
4.70
(3.30)
8.00
120.64
120.64
120.64
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH09
Sheet 1 of 1
Ground Level +120.64mOD Coordinates 384351.70E, 806363.10N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH10
Sheet 1 of 1
Ground Level +121.73mOD Coordinates 384434.10E, 806337.40N Grid National Grid
Date Started 14/04/2016 Date Completed 14/04/2016 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 11:13 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 14/04/2016 11:30 14/04/2016 12:00 TB TB Hand tools1.20 6.00 RO 14/04/2016 12:00 14/04/2016 17:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
14/04/2016 17:30 6.00 6.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
14/04/2016 13:30 4.00 4.00 3.60 20
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
5.00 G1 SP 1.50 5.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.50 50 PLAINPipe 1 1.50 5.00 50 SLOTTED
DEPTH RELATED REMARKS
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
Description of Strata
TOPSOIL.
MADE GROUND: Timber, gravel and sand. Strong petroleum odour noted. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(0.30)
0.30
DatumLevel
121.73
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
End of borehole at 6.000m
(5.70)
6.00 121.73
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH10
Sheet 1 of 1
Ground Level +121.73mOD Coordinates 384434.10E, 806337.40N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH11
Sheet 1 of 1
Ground Level +115.24mOD Coordinates 384508.00E, 806699.90N Grid National Grid
Date Started 20/04/2016 Date Completed 20/04/2016 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 11:13 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 20/04/2016 13:30 20/04/2016 14:15 TB TB Hand tools1.20 8.00 RO 20/04/2016 14:15 20/04/2016 17:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
20/04/2016 17:30 8.00 8.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
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
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
8.00 G1 SP 6.00 8.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 6.00 50 PLAINPipe 1 6.00 8.00 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 6.00 Bentonite6.00 8.00 Gravel back?ll
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL.
MADE GROUND: Wood and plastic. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
0.25
DatumLevel
115.24
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
MADE GROUND: Sand and gravel. (Driller's description)
Probable BOULDER. (Driller's description)
End of borehole at 8.000m
(5.75)
6.00
(1.20)
7.20
(0.80)
8.00
115.24
115.24
115.24
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH11
Sheet 1 of 1
Ground Level +115.24mOD Coordinates 384508.00E, 806699.90N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH12
Sheet 1 of 1
Ground Level +118.46mOD Coordinates 384628.90E, 806677.60N Grid National Grid
Date Started 19/04/2016 Date Completed 19/04/2016 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 11:13 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 19/04/2016 07:30 19/04/2016 08:15 TB TB Hand tools1.20 9.00 RO 19/04/2016 08:15 19/04/2016 17:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
19/04/2016 17:30 9.00 9.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
19/04/2016 10:15 9.00 9.00 6.60 20
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
9.00 G1 SP 7.00 9.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 7.00 50 PLAINPipe 1 7.00 9.00 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 7.00 Bentonite7.00 9.00 Gravel back?ll
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL.
MADE GROUND: Fill with boulders. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
0.20
DatumLevel
118.46
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
BOULDER. (Driller's description)
FIRM and HARD. (Driller's description)
End of borehole at 9.000m
(6.80)
7.00
(1.00)
8.00
(1.00)
9.00
118.46
118.46
118.46
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH12
Sheet 1 of 1
Ground Level +118.46mOD Coordinates 384628.90E, 806677.60N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH13
Sheet 1 of 1
Ground Level +120.91mOD Coordinates 384611.80E, 806472.70N Grid National Grid
Date Started 26/04/2016 Date Completed 27/04/2016 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 11:13 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 26/04/2016 12:30 26/04/2016 13:30 TT EB Hand tools1.20 9.00 RO 26/04/2016 13:30 27/04/2016 12:30 TT EB Deltabase 520
PROGRESS
Date Time DepthDepth Casing
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
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
27/04/2016 08:30 7.00 7.00 20 Seepage
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 9.00 AIR/MIST 100 Brown
HOLE DIAMETER
Depth Base
Diameter
9.00 125
CASING DIAMETER
Depth Base
Diameter
9.00 125
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
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
8.00 G1 SP 1.50 8.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.50 50 PLAINPipe 1 1.50 8.00 50 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 1.50 Bentonite1.50 8.00 Gravel back?ll8.00 9.00 Bentonite
LOCATION DETAILS
Remarks
Description of Strata
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
LegendDepth(Thick-ness)
(0.30)
0.30
(0.90)
1.20
DatumLevel
120.91
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: Granite boulders, brick, plastic etc (Driller's description)
MADE GROUND: Clay and timber (Driller's description)
SAND and GRAVEL (Driller's description)
End of borehole at 9.000m
(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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH13
Sheet 1 of 1
Ground Level +120.91mOD Coordinates 384611.80E, 806472.70N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:13 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH14
Sheet 1 of 1
Ground Level +122.07mOD Coordinates 384694.90E, 806374.20N Grid National Grid
Date Started 18/04/2016 Date Completed 18/04/2016 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 11:13 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 18/04/2016 07:30 18/04/2016 08:30 TB TB Hand tools1.20 8.00 RO 18/04/2016 08:30 18/04/2016 12:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
18/04/2016 12:30 8.00 8.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
18/04/2016 09:30 7.00 7.00 6.80 20
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
7.00 G1 SP 1.50 7.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.50 50 PLAINPipe 1 1.50 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 1.50 Bentonite1.50 7.00 Gravel back?ll7.00 8.00 Bentonite
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL.
MADE GROUND: Clay ?ll with boulders. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(0.30)
0.30
DatumLevel
122.07
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
SAND and GRAVEL. (Driller's description)
End of borehole at 8.000m
(7.00)
7.30
(0.70)
8.00
122.07
122.07
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH14
Sheet 1 of 1
Ground Level +122.07mOD Coordinates 384694.90E, 806374.20N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:14 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH15
Sheet 1 of 1
Ground Level +122.53mOD Coordinates 384578.60E, 806342.40N Grid National Grid
Date Started 15/04/2016 Date Completed 15/04/2016 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 11:14 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 15/04/2016 07:30 15/04/2016 08:15 TB TB Hand tools1.20 6.00 RO 15/04/2016 08:15 15/04/2016 12:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
15/04/2016 12:30 6.00 6.00 0.30 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
15/04/2016 09:00 2.10 2.00 2.00 20
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
5.00 G1 SP 1.00 5.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 1.00 50 PLAINPipe 1 1.00 5.00 0 SLOTTED
DEPTH RELATED REMARKS
Depth Top
Depth Base
Remarks
BACKFILL DETAILS
Depth Top
Depth Base
Description Remarks
0.00 0.50 Concrete0.50 1.00 Bentonite1.00 5.00 Gravel back?ll5.00 6.00 Bentonite
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL.
MADE GROUND: Fill with boulders. (Driller's description)
Wea
ther
ing
LegendDepth(Thick-ness)
(0.30)
0.30
DatumLevel
122.53
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
End of borehole at 6.000m
(5.70)
6.00 122.53
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH15
Sheet 1 of 1
Ground Level +122.53mOD Coordinates 384578.60E, 806342.40N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:14 Log checked by Paul Rodgers
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
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH16
Sheet 1 of 1
Ground Level +122.75mOD Coordinates 384623.20E, 806330.20N Grid National Grid
Date Started 15/04/2016 Date Completed 15/04/2016 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 11:14 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 15/04/2016 12:30 15/04/2016 13:00 TB TB Hand tools1.20 8.00 RO 15/04/2016 13:00 15/04/2016 17:30 TB TB Soilmec
PROGRESS
Date Time DepthDepth Casing
Depth Water
Remarks
15/04/2016 17:30 8.00 8.00 End of Hole
WATER STRIKES
Date TimeDepth Strike
Depth Casing
Depth Sealed
Water Rose To
Time Elapsed
Remarks
15/04/2016 14:00 6.00 6.00 5.80 20
CABLE PERCUSSION DETAILS
Depth Top
Depth Base
Time Start Duration Tool Remarks
ROTARY FLUSH DETAILS
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
Diameter DurationSample
RecoveryTest
Number
SPT DETAILS
Depth Top
Test Type
Reported Result Hammer Serial Number
Energy Ratio
Depth Casing
Depth Water
INSTALLATION DETAILS
Distance ID TypeResponse
TopResponse
BasePipe Ref
7.00 G1 SP 3.00 7.00 Pipe 1
PIPE CONSTRUCTION
Pipe Ref
Top Base Diameter Pipe Type
Pipe 1 0.00 3.00 50 PLAINPipe 1 3.00 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 3.00 Bentonite3.00 7.00 Gravel back?ll7.00 8.00 Bentonite
LOCATION DETAILS
Remarks
Description of Strata
TOPSOIL
MADE GROUND: Brown/black ?ll (Drillers' description)
Wea
ther
ing
LegendDepth(Thick-ness)
0.25
DatumLevel
122.75
Wat
erst
rike
Sampling
Details Dia.
Blow Count andSample Recovery
In Situ TestDetails
Install-ation
BOULDERS. (Driller's description)
BOULDER of red sandstone. (Driller's description)
End of borehole at 8.000m
(2.75)
3.00
(3.00)
6.00
(2.00)
8.00
122.75
122.75
122.75
Project Name
Project No.
Engineer
Employer
Kingsford and Backhill Land�lls
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
Exploratory Hole Log
Hole ID
BH16
Sheet 1 of 1
Ground Level +122.75mOD Coordinates 384623.20E, 806330.20N Grid National Grid
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.
FINAL Print date and time 06/10/2016 11:14 Log checked by Paul Rodgers
Form No. SIEXPHOLECPLOG Issue.Revision No. 2.02 Issue Date 29/01/2016 Part of the Bachy Soletanche Group
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
GROUNDWATER / GAS MONITORINGRESULTS
section title sheets x25.indd 13 14/03/2013 16:17
Recorded By: Checked By: Approved By:Date: Date: Date:Form No. IssueNo.RevisionNo Issue Date
McIntosh Plant Hire Aberdeen Ltd
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
dd/mm/yyyy20/06/2016
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
McIntosh Plant Hire Aberdeen Ltd
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
dd/mm/yyyy25/07/2016
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
McIntosh Plant Hire Aberdeen Ltd
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
McIntosh Plant Hire Aberdeen Ltd
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
Part of the Bachy Soletanche Group
13/05/2016
12:15:00
Relative pressure
CH4: Peak
CO: Peak
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH04Project No. TC7818A
Engineer Fairhurst Table No.
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
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
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH05Project No. TC7818A
Engineer Fairhurst Table No.
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
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
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 11:15:00
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
11:17:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 11:19:00
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH06Project No. TC7818A
Engineer Fairhurst Table No.
Distance to monitoring point 6.00 Monitoring Point ID G1
6.00
Well Type SP+GMP Initial base depth of installation 6.00
Client McIntosh Plant Hire Aberdeen Ltd
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
N/A N/A 1 2 3
Top of response zone 3.50 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 11:05:00
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
11:07:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 11:09:00
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH07Project No. TC7818A
Engineer Fairhurst Table No.
Distance to monitoring point 5.00 Monitoring Point ID G1
5.00
Well Type SP+GMP Initial base depth of installation 5.00
Client McIntosh Plant Hire Aberdeen Ltd
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
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 10:50:00
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
10:52:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 10:54:00
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH08Project No. TC7818A
Engineer Fairhurst Table No.
Distance to monitoring point 5.00 Monitoring Point ID G1
5.00
Well Type SP+GMP Initial base depth of installation 5.00
Client McIntosh Plant Hire Aberdeen Ltd
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
N/A N/A 1 2 3
Top of response zone 2.50 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 10:40:00
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
10:42:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 10:45:00
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH10Project No. TC7818A
Engineer Fairhurst Table No.
Distance to monitoring point 5.00 Monitoring Point ID G1
5.00
Well Type SP+GMP+GWMP Initial base depth of installation 5.00
Client McIntosh Plant Hire Aberdeen Ltd
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
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 12:45:00
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
12:47:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 12:49:00
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
m m
m
5.05
1005
<1
6.85
46
2.3
2.9
16.5
2
<1
42
2.1
2.8
16.7
1
<1
-0.1
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH13Project No. TC7818A
Engineer Fairhurst Table No.
Distance to monitoring point 8.00 Monitoring Point ID G1
8.00
Well Type SP+GMP+GWMP Initial base depth of installation 8.00
Client McIntosh Plant Hire Aberdeen Ltd
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
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 14:20:00
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
14:22:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 14:24:00
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH14Project No. TC7818A
Engineer Fairhurst Table No.
Distance to monitoring point 7.00 Monitoring Point ID G1
7.00
Well Type SP+GMP Initial base depth of installation 7.00
Client McIntosh Plant Hire Aberdeen Ltd
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
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 14:30:00
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
14:32:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 14:34:00
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
Notes Type of Sampling Point:
For double gas valves, record valves separately, using separate Monitoring Point IDm
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
Equipment Serial Number
Monitored By
Comments
Form No. Revision No.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring
Hole ID
BH15Project No. TC7818A
Engineer Fairhurst Table No.
Distance to monitoring point 5.00 Monitoring Point ID G1
5.00
Well Type SP+GMP Initial base depth of installation 5.00
Client McIntosh Plant Hire Aberdeen Ltd
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
N/A N/A 1 2 3
Top of response zone 1.00 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 14:45:00
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
14:47:00
CO2: Peak %v/v 0.1
O2: Minimum %v/v 0.1
N/A 14:49:00
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
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
McIntosh Plant Hire Aberdeen Ltd
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
Part of the Bachy Soletanche Group
Flow
00:08:0000:10:0000:15:0000:20:00
19.0
10.8
00:06:00
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH04Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
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
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH05Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 6.80G1 m 6.80989 mbar 989.00
01/07/2016 01/07/2016 15:11Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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
mbar 989Water Depth m 2.4
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH06Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 6.00G1 m 6.00988 mbar 988.00
01/07/2016 01/07/2016 14:17Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 988Water Depth m 3.73
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH07Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 5.00G1 m 5.00989 mbar 989.00
30/06/2016 30/06/2016 16:16Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 989Water Depth m 4.6
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH08Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 5.00G1 m 5.00989 mbar 989.00
30/06/2016 30/06/2016 16:39Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 989Water Depth m 4.51
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH10Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 5.00G1 m 5.00985 mbar 985.00
30/06/2016 30/06/2016 10:25Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 985Water Depth m 1.5
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH13Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 8.00G1 m 8.00986 mbar 986.00
01/07/2016 01/07/2016 12:12Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 986Water Depth m 6.5
Sunny intervalGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
27/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH14Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 7.00G1 m 7.00986 mbar 986.00
01/07/2016 01/07/2016 11:12Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 986Water Depth m 2.1
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH15Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 5.00G1 m 5.00986 mbar 985.00
01/07/2016 01/07/2016 10:42Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 986Water Depth m 0.75
Sunny intervalGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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
0.10.1
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
McIntosh Plant Hire Aberdeen Ltd
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
Part of the Bachy Soletanche Group
Flow
00:08:0000:10:0000:15:00
11.0
00:20:00
0.6
11.0
00:06:00
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH04Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 6.80G1 m 6.80998 mbar 998.00
26/07/2016 26/07/2016 13:18Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 998Water Depth m 4.15
Sunny Gas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH05Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 6.80G1 m 6.80998 mbar 998.00
25/07/2016 25/07/2016 12:29Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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
mbar 998Water Depth m 3.38
SunnyGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH06Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 6.00G1 m 6.00988 mbar 988.00
01/07/2016 25/07/2016 11:47Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 988Water Depth m 3.81
Heavy rain followed by sunshineGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH07Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 5.00G1 m 5.00997 mbar 997.00
25/07/2016 25/07/2016 12:56Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 997Water Depth m 2.88
sunshine with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH08Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 5.00G1 m 5.00998 mbar 998.00
25/07/2016 25/07/2016 13:38Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 998Water Depth m 4.92
CloudyGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH10Project No. TC7818A
Engineer Fairhurst Fig no.
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
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 1000Water Depth m 1.62
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH13Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Abeerdeen Ltd
Gas 8.00G1 m 8.00986 mbar 1082.00
26/07/2016 26/07/2016 11:01Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 1082Water Depth m 5.19
Sunny intervalGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
27/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH14Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
Gas 7.00G1 m 7.00986 mbar 1082.00
26/07/2016 26/07/2016 11:12Elapsed Time hh:mm:ss O2 %v/v CO2 %v/v CO ppm H2S ppm
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
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 1082Water Depth m 2.2
Cloudy with intermittent rainGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
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.
Project Name Kingsford and Backhill Landfills, Aberdeen Record Of Gas Monitoring (Multiple Readings In A Fixed
Period)
Hole ID
BH15Project No. TC7818A
Engineer Fairhurst Fig no.
Client McIntosh Plant Hire Aberdeen Ltd
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
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 1002Water Depth m 1.02
Sunny intervalGas Monitor, dip meter
SE-EMS-F-004 1.03 Issue Date 27/01/2014 Part of the Bachy Soletanche Group
SR
28/07/2016
Notes Type of Sampling Point:
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
Client McIntosh Plant Hire Aberdeen Ltd
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
BH01Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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/A Yes Yes
Colour Visual N/APale
yellowish Pale
yellowish
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 0.50 0.40
Time of initial reading
hh:mm N/A 10:30 13:00
Datedd/mm/
yyyyN/A 01/07/2016 26/07/2016
Well volume
Monitoring round no.
N/A N/A 1 2
Measured Parameter
UnitsDetection
Limit
Depth to base of installation 8.00
Distance to monitoring point from datum 8.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH02Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
mbgl
mbgl
Weather Conditions:
Equipment Used (list):
Equipment Last Calibrated (respective to list above):
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
Volume of water purged
Colour
Time of initial reading
Water Level
Turbidity
Odour
Dissolved Oxygen
Well volume
hh:mm
dd/mm/ yyyy
Redox Potential (ORP)
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
OB = Open Borehole, SP = Standpipe, SPIE = Piezometer, GMP = Gas monitoring point,GWP = Groundwater monitoring point, SS = Surface Sample, NR = Not Recorded
Fig no.
5.70
TC7818A
Fairhurst
McIntosh Plant Hire Aberdeen Ltd
2.05
0.01
Hole ID
Issue Date
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of In-Situ Water Monitoring
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
Dip meter, oil interface meter
°C
Well Type Gas
Depth to base of installation 6.50
Distance to monitoring point from datum 6.50
Monitoring round no.
Monitoring Point ID
Measured Parameter
UnitsDetection
Limit
G1
N/A N/A 1 2
SE-PGR-F-012
Notes Type of Sampling Point:
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
Sunny interval
Dip meter, oil interface meter
Odour Olfactory N/A
Cloudy Visual N/A
Colour Visual N/A
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 4.20 4.14
Water Level m 0.01 4.22 4.15
Time of initial reading
hh:mm N/A 15:47 13:30
Datedd/mm/
yyyyN/A 01/07/2016 26/07/2016
Well volume
Monitoring round no.
N/A N/A 1 2
Measured Parameter
UnitsDetection
Limit
Depth to base of installation 6.80
Distance to monitoring point from datum 6.80 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH04Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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
Cloudy with intermittent rain
Dip meter, oil interface meter
Odour Olfactory N/A
Cloudy Visual N/A
Colour Visual N/A
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 2.35 3.37
Water Level m 0.01 2.40 3.38
Time of initial reading
hh:mm N/A 15:11 12:45
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 6.80
Distance to monitoring point from datum 6.80 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH05Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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. Cloudy with intermittent rain, 2.Heavy rain / sunny
Dip meter, oil interface meter
Potentially unreliable reading in round 2
Odour Olfactory N/A
Cloudy Visual N/A
Colour Visual N/A
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 3.69 3.37
Water Level m 0.01 3.73 3.81
Time of initial reading
hh:mm N/A 14:17 12:00
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 6.00
Distance to monitoring point from datum 6.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH06Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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.Cloudy with intermittent rain, 2. Rain with sunny intervals
Dip meter, oil interface meter
Odour Olfactory N/A
Cloudy Visual N/A
Colour Visual N/A
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 2.60 2.88
Time of initial reading
hh:mm N/A 16:16 13:10
Datedd/mm/
yyyyN/A 30/06/2016 25/07/2016
Well volume
Monitoring round no.
N/A N/A 1
Measured Parameter
UnitsDetection
Limit
Depth to base of installation 5.00
Distance to monitoring point from datum 5.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH07Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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
Cloudy with intermittent rain
Dip meter, oil interface meter
Odour Olfactory N/A
Cloudy Visual N/A
Colour Visual N/A
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 4.50 4.91
Water Level m 0.01 4.51 4.92
Time of initial reading
hh:mm N/A 16:39 13:50
Datedd/mm/
yyyyN/A 30/06/2016 25/07/2016
Well volume
Monitoring round no.
N/A N/A 1 2
Measured Parameter
UnitsDetection
Limit
Depth to base of installation 5.00
Distance to monitoring point from datum 5.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH08Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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 NoneSlight
Sulphur
Cloudy Visual N/AYes - traces
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 4.78 5.12
Time of initial reading
hh:mm N/A 10:46 14:00
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 8.00
Distance to monitoring point from datum 8.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
OB = Open Borehole, SP = Standpipe, SPIE = Piezometer, GMP = Gas monitoring point,GWP = Groundwater monitoring point, SS = Surface Sample, NR = Not Recorded
Well Type Water
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of In-Situ Water Monitoring
Hole ID
BH09Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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.Cloudy with intermittent rain, 2.cloudy
Dip meter, oil interface meter
Odour Olfactory N/APetrol
(strong)Petrol
(strong)
Cloudy Visual N/AYes - trace
of oilYes - Trace
of oil
Colour Visual N/AGreenish
greyGreenish
grey
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 1.50 1.62
Time of initial reading
hh:mm N/A 10:25 09:05
Datedd/mm/
yyyyN/A 30/06/2016 26/07/2016
Well volume
Monitoring round no.
N/A N/A 1 2
Measured Parameter
UnitsDetection
Limit
Depth to base of installation 5.00
Distance to monitoring point from datum 5.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH10Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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 - with particles
Yes - with particles
Colour Visual N/APale
yellowish Pale
Yellowish
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 2.00 2.00
Time of initial reading
hh:mm N/A 11:06 13:15
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 8.00
Distance to monitoring point from datum 8.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH11Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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
Sunny interval
Dip meter, oil interface meter
Odour Olfactory N/A Sulphur Sulphur
Cloudy Visual N/AYes- trace
of oilYes - trace
of oil
Colour Visual N/ADark
greenish Dark
greenish
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 4.70 4.67
Water Level m 0.01 4.72 4.67
Time of initial reading
hh:mm N/A 15:50 12:20
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 9.00
Distance to monitoring point from datum 9.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH12Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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. sunny intervals
Dip meter, oil interface meter
Odour Olfactory N/APetrol (slight)
Petrol (slight)
Cloudy Visual N/AYes - trace
of oilYes - Trace
of oil
Colour Visual N/ADark
greyish Dark
greyish
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 5.17 5.19
Water Level m 0.01 5.19 5.19
Time of initial reading
hh:mm N/A 12:12 11:30
Datedd/mm/
yyyyN/A 01/07/2016 26/07/2016
Well volume
Monitoring round no.
N/A N/A 1 2
Measured Parameter
UnitsDetection
Limit
Depth to base of installation 8.00
Distance to monitoring point from datum 8.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH13Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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.Cloudy with intermittent rain, 2.cloudy with sunshine
Dip meter, oil interface meter
Potentially unreliable reading in round 1
Odour Olfactory N/A
Cloudy Visual N/A
Colour Visual N/A
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 2.00 2.20
Water Level m 0.01 2.10 2.20
Time of initial reading
hh:mm N/A 11:12 10:35
Datedd/mm/
yyyyN/A 01/07/2016 26/07/2016
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
Client McIntosh Plant Hire Aberdeen Ltd
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
BH14Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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. Rain
Dip meter, oil interface meter
Odour Olfactory N/A
Cloudy Visual N/A
Colour Visual N/A
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 0.75 1.01
Water Level m 0.01 0.75 1.02
Time of initial reading
hh:mm N/A 10:42 10:10
Datedd/mm/
yyyyN/A 01/07/2016 26/07/2016
Well volume
Monitoring round no.
N/A N/A 1 2
Measured Parameter
UnitsDetection
Limit
Depth to base of installation 5.00
Distance to monitoring point from datum 5.00 Monitoring Point ID G1
Client McIntosh Plant Hire Aberdeen Ltd
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
BH15Project No. TC7818A
Engineer Fairhurst Fig no.
Notes Type of Sampling Point:
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/A Yes yes
Colour Visual N/ALight
yellowish Light
yellowish
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 1.17 1.47
Water Level m 0.01 1.17 1.48
Time of initial reading
hh:mm N/A 16:04 17:30
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
Client McIntosh Plant Hire Aberdeen Ltd
OB = Open Borehole, SP = Standpipe, SPIE = Piezometer, GMP = Gas monitoring point,GWP = Groundwater monitoring point, SS = Surface Sample, NR = Not Recorded
Well Type Water
Project Name Kingsford and Blackhill Landfills, Aberdeen Record Of In-Situ Water Monitoring
Hole ID
BH16Project No. TC7818A
Engineer Fairhurst Fig no.
S U P P O R T I N G F A C T U A L D ATA
SECTION BLaboratory Testing
KEY TO LABORATORY TEST RESULTS AND SUMMARY SHEETS
section title sheets x25.indd 18 14/03/2013 16:17
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
Page 1 of 2 Issue 2.0
Section B - Key_Norwest-ReportSectionA1 14/03/2013 15:39 Page 1
SECTION B: KEY TO LABORATORY TEST RESULTS AND SUMMARY SHEETS
Page 2 of 2 Issue 2.0
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
S U P P O R T I N G F A C T U A L D ATA
SECTION BLaboratory Testing
LABORATORY SOIL TESTSUMMARY SHEETS
section title sheets x25.indd 19 14/03/2013 16:17
% % % % % % % % % % %
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
S U P P O R T I N G F A C T U A L D ATA
SECTION BLaboratory Testing
LABORATORY SOIL TESTDATA SHEETS
section title sheets x25.indd 20 14/03/2013 16:17
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)