urban vision partnerships limited
TRANSCRIPT
Appendix D
Ground Investigation Factual Report (logs and laboratory results)
Ian Farmer Associates (1998) Limited
14 – 15 Rufford Court, Hardwick Grange,
Warrington, WA1 4RF
Tel: 01925 855 440
BARR ENVIRONMENTAL LIMITED
BARR KILLOCH ENERGY RECOVERY PARK
FACTUAL REPORT ON
GROUND INVESTIGATION
Contract: 42129
Date: November 2017
Barr Killoch Energy Recovery Park
Ian Farmer Associates (1998) Limited
14- 15 Rufford Court, Hardwick Grange, Woolston, Warrington, WA1 4RF
Tel: 01925 855 440
FACTUAL REPORT ON
GROUND INVESTIGATION
carried out at
BARR KILLOCH ENERGY RECOVERY PARK
Prepared for
WARDELL ARMSTRONG LLP
2 The Avenue
Leigh
WN7 1ES
On behalf of
BARR ENVIRONMENTAL LIMITED
Contract No: 42129v1
Date: November 201
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 1 of 10
Issue & Revision Record
Contract Number: 42129
Contract Name: Barr Killoch Energy Recovery Park
Client: Barr Environmental Limited
Engineer: Wardell Armstrong LLP
Report Title: Factual Report on Ground Investigation
Version Issue Date Report / revision details Distribution
V1 03/11/2017 Complete report on ground investigation for
comment & approval. Monitoring is on-going.
PDF copy to WA
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 2 of 10
CONTENTS
1.0 INTRODUCTION 3
2.0 THE SITE 4 2.1 Site Location 4
2.2 Site Description 4
3.0 SITE WORK 5
4.0 LABORATORY TESTS 7
4.1 Geotechnical Testing 7 4.2 Chemical Testing 8
5.0 REFERENCES 10
APPENDIX 1 - DRAWINGS
Figure A1.1 - Site Location Plan
Figure A1.2 - Exploratory Hole Location Plan
APPENDIX 2 - SITE WORK
General Notes on Site Work ii/i-ii/iii
SPT Calibration Certificate
BH01 to BH09 inclusive - Borehole Records
BH03A, BH03B
TP01 to TP19 inclusive - Trial Pit Records
- Photographs of Trial Pits
APPENDIX 3 - GEOTECHNICAL LABORATORY TEST RESULTS
General Notes on Laboratory Tests on Soils iii/i-iii/ii
Report 42129/2 - Results of Laboratory Tests- Soil
APPENDIX 4 - CHEMICAL LABORATORY TEST RESULTS
Reports 684854-3, - Results of Chemical Tests – Soil and Leachate
689125-1 and 691509-1
Report 685418-1 - Results of Chemical Tests – Groundwater
APPENDIX 5 - GROUNDWATER AND GAS MONITORING
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 3 of 10
1.0 INTRODUCTION
1.1 It is understood that the proposed Barr Killoch Energy Recovery Park development is
to comprise a household waste management facility including buildings, silos, tanks
and associated infrastructure.
1.2 On the instructions of Wardell Armstrong LLP, Consulting Engineers to Barr
Environmental Limited, a ground investigation was undertaken to determine ground
and groundwater conditions at the site, specifically the thickness and nature of made
ground and near-surface deposits.
1.3 This report has been prepared for the sole use of the Client for the purpose described
and no extended duty of care to any third party is implied or offered. Third parties
using any information contained within this report do so at their own risk.
1.4 Any comments given in this report and the opinions expressed herein are based on the
information received, the conditions encountered during site works, and on the results
of tests made in the field and laboratory. However, there may be conditions prevailing
at the site which have not been disclosed by the investigation and which have not been
taken into account in the report.
1.5 Groundwater observations may be made at the time the site work was carried out or
during subsequent monitoring. It should be noted that groundwater levels may vary
outside the limits of these observations due to seasonal or other effects.
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 4 of 10
2.0 THE SITE
2.1 Site Location
2.1.1 The site is situated in Killoch, 2.7km to the west-southwest of Ochiltree,
Ayrshire.
2.1.2 The site may be located by National Grid Reference NS480 204.
2.1.3 A site location plan is included in Appendix 1, Figure A1.1.
2.2 Site Description
2.2.1 The site was roughly rectangular in shape, approximately 420m long and
between approximately 70m and 150m wide.
2.2.2 The eastern part comprised mixed use existing buildings and a car park used by
Barr Environmental.
2.2.3 The central and western parts comprised mixed material stockpiles, cabins and
containers.
2.2.4 The existing stockpiles aside, the site was reasonably level.
2.2.5 To the north of the site was a large stockpiling and storage area and a railhead.
2.2.6 To the east of the site were more Barr Environmental buildings, including the
Killoch Training Centre. To the west of the site are a number of settlement
ponds. To the south beyond the A70 was Killoch Farm and agricultural land.
2.2.7 Access to the site was from the A70 on the southern boundary.
2.2.8 A site plan is included in Appendix 1 as Figure A1.2.
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 5 of 10
3.0 SITE WORK
3.1 The site work was carried out between the 11th and the 16th September 2017.
3.2 The locations of exploratory holes were indicated by the Engineer on Drawing no.
LE12479-017 and marked out on site at appropriate locations.
3.3 The site works were carried out on the basis of the practices set out in and BS 5930:2015
(ref. 5.1), BS EN ISO 14688-1:2002+A1:2013 (ref. 5.2), and BS 10175:2011 (ref. 5.3).
3.4 Exploratory holes were undertaken as follows:
• BH01 to BH09 inclusive, BH03A, BH03B: Cable percussion boreholes
• TP01 to TP19 inclusive: Machine excavated trial pits
3.5 Boreholes BH03 and BH03A were terminated on concrete obstructions at 1.80 and
1.88m depth respectively.
3.6 Trial pits TP16 to TP19 inclusive were additional to the proposed locations shown on
drawing LE12479-017.
3.7 A site plan showing the positions of the Exploratory Holes is presented in Appendix 1
as Figure A1.2.
3.8 The depths of exploratory holes, descriptions of strata encountered and comments on
groundwater conditions are presented on the records in Appendix 2
3.9 A Cable Avoidance Tool (CAT) survey was undertaken at each exploratory hole
location prior to excavation. At the location of boreholes an inspection pit was
excavated by hand to a depth of 1.20m below ground level to check for buried services.
3.10 Representative disturbed and undisturbed samples were taken at the depths shown on
the exploratory hole records. Samples for environmental purposes were collected in
appropriate containers and kept in cool boxes for daily despatch to the analytical
laboratory.
3.11 A photographic record of the trial pits is given in Appendix 2.
3.12 Standard penetration tests (SPT) (ref. 5.4) were carried out in boreholes in the various
strata to assess the relative density or consistency. The values of penetration resistance
are presented on the borehole records. An Energy ratio calibration certification for the
SPT hammer used on site is presented in Appendix 2.
3.13 50mm diameter perforated standpipes surrounded by pea shingle were installed in
boreholes BH01, BH02, BH03B, BH05, BH06 and BH09.
3.14 The BH01 and BH05 standpipes were protected at surface by lockable flush stopcock
covers, with the BH02, BH03B, BH06 and BH09 standpipes by cylindrical stand up
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 6 of 10
covers. The details of the installations are presented on the borehole records in
Appendix 2.
3.15 The ground levels and co-ordinates reported on the records were determined by survey
to OS datum and National Grid by GPS methods.
3.16 Groundwater and gas monitoring of the standpipe installations was undertaken on the
26th September, the 10th October and the 25th October 2017 and the results are presented
in Appendix 5. The monitoring programme is still ongoing at time of reporting.
3.17 Groundwater sampling of the installations was undertaken on the 26th September 2017.
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 7 of 10
4.0 LABORATORY TESTS
4.1 Geotechnical Testing
4.1.1 Schedules for geotechnical testing were prepared by the Engineer.
4.1.2 Soil samples for testing were prepared in accordance with BS1377: Part One:
1990 (ref. 5.5) and representative sub-samples were taken for testing. The
following tests were carried out:
• 2 No. Moisture contents
• 2 No. Plasticity indices
• 7 No. Particle size distribution by wet sieving and pipette analysis
• 1 No Undrained shear strength
• 1 No. Oedometer consolidation
• 8 No. Equivalent shear strength by hand vane
4.1.3 The results of the soil tests are presented in Appendix 3, Test Report 42129/2.
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 8 of 10
4.2 Chemical Testing
4.2.1 Schedules for chemical testing were prepared by the Engineer.
4.2.2 Chemical analysis was carried out on seventeen samples of soil. The nature of
the analysis is detailed below:
4.2.3 CLEA Metals screen - arsenic, barium, beryllium, boron (water soluble),
cadmium, chromium, copper, lead, mercury, nickel, selenium, vanadium and
zinc
4.2.4 Organic Screen - total petroleum hydrocarbons (TPH) with MTBE, BTEX –
C5 to C35 aliphatic and aromatic hydrocarbons
4.2.5 Organic Screen - polyaromatic hydrocarbons (PAH) – USEPA 16 suite (B and
K split)
4.2.6 Volatile Organic Compounds (VOC) (USEPA 624) - including: benzene,
toluene, ethylbenzene and xylenes (BTEX) and chlorinated solvents
4.2.7 Semi-Volatile Organic Compounds (SVOC) (USEPA 624) - including:
phenols and polyaromatic hydrocarbons (PAH)
4.2.8 Others - pH, water soluble sulphate, organic matter, asbestos identification
4.2.9 The results of chemical analysis on soil samples are presented in Appendix 4,
Test Reports 684854-3, 689125-1 and 691509-1.
4.2.10 Chemical analysis was carried out on ten samples of leachate. The nature of the
analysis is detailed below:
4.2.11 CLEA Metals screen (dissolved) - arsenic, barium, beryllium, boron,
cadmium, chromium, copper, lead, mercury, nickel, selenium, vanadium and
zinc
4.2.12 Organic Screen - total petroleum hydrocarbons (TPH) with MTBE, BTEX –
C5 to C35 aliphatic and aromatic hydrocarbons
4.2.13 Organic Screen - polyaromatic hydrocarbons (PAH) – USEPA 16 suite (B and
K split)
4.2.14 Others – pH
4.2.15 The results of chemical analysis on soil samples are presented in Appendix 4,
Test Reports 684854-3, 689125-1 and 691509-1.
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 9 of 10
4.2.16 Chemical analysis was carried out on six samples of groundwater taken from
the borehole standpipe installations. The nature of the analysis is detailed
below:
4.2.17 CLEA Metals screen - arsenic, barium, beryllium, boron, cadmium,
chromium, copper, lead, mercury, nickel, selenium, vanadium and zinc
4.2.18 Organic Screen - total petroleum hydrocarbons (TPH) –C5 to C35 aliphatic and
aromatic hydrocarbons
4.2.19 Organic Screen - polyaromatic hydrocarbons (PAH) – USEPA 16 suite (B and
K split)
4.2.20 Others – pH
4.2.21 The results of chemical analysis on the groundwater samples are presented in
Appendix 4, Test Report 685418-1.
Barr Killoch Energy Recovery Park
Contract No. 42129v1 Page 10 of 10
5.0 REFERENCES
5.1 British Standards Institution: BS 5930:2015 ‘Code of practice for ground
investigations.’ BSI 2015.
5.2 British Standards Institution: BS EN ISO 14688-1:2002+A1:2013. ‘Geotechnical
investigation and testing – Identification and Classification of Soil – Part 1
Identification and description.’ BSI 2013.
5.3 British Standards Institute: BS 10175 ‘The investigation of potentially contaminated
sites. Code of practice’, BSI:2011+A1:2013.
5.4 British Standards Institute: BS EN ISO 22476-3: 2005 + A1: 2011. ‘Geotechnical
investigation and testing. Field testing. Standard penetration test.’
5.5 British Standard 1377:1990, Part 1-9, ‘Methods of Test for Soils for Civil Engineering
Purposes’.
For and on behalf of Ian Farmer Associates (1998) Limited
M Woolrich T Downes
BSc (Hons) MSc FGS CGeol BSc (Hons) MSc FGS
Senior Engineering Geologist Principal Engineering Geologist
APPENDIX 1
DRAWINGS
PROJECT: 42129 Barr Killoch Energy Recovery Park
TITLE: Site Location Plan
SCALE: Not to scale
FIGURE No. A1.1
N Site Location
155.11
TP13
155.62
TP18
155.68
TP06
155.62
BH08
155.77TP05
155.73
TP08155.60
TP04
155.56TP16
155.48BH07
155.81
BH03/3A152.80
BH04
152.96
BH05
155.75
BH02155.62
BH01
155.62
BH06
156.21
BH03B
155.87
BH09
153.01
TP15
154.61
TP19
154.89
TP09
155.76TP03
155.59
TP01
155.65
TP07
153.44
TP14
155.97
TP11
155.18TP17
155.70TP12
155.10
TP10
155.69
TP02
Ogl=52
Original Ground Level
TP (Trial Pit)
BH (Borehole)
Key: heights refer to code
N
OP (Observation Pit)
Date: 30/10/2017
Revision: B
Drawn By: MK Checked By: HW
FIGURE No.A1.2
Additional Comments:
Drawing Number: sss-7807
Client Ian Farmer Associates
Scale 1:1500, A3
Site Surveying Services - A.M.I.C.E.S
Suite 7
Grindleton Business Centre
Grindleton, BB7 4DH
Tel: 01200 438320
Fax07092376338
www.sitesurvey.co.uk
Land/ Engineering Surveyors
Topographic/ Volumetric Surveys
Setting Out & Control Surveys
GPS Specialists using also
To ostn15/osgm15 see spec
to OS without trig point or BM
GPS Post Process to tie any site
PROJECT:42129
all work to sss spec, some by gps
Construction Line Registered
TSA member
THE
SURVEY
ASSOCIATION
construction line
contact us for details
TITLE: Exploratory Hole Location Plan
APPENDIX 2
SITE WORK
Appendix 2 pages ii/i-ii/iii ii/i
APPENDIX 2
GENERAL NOTES ON SITE WORKS
A2.1 SITE WORK
A2.1.1 Light Cable Percussion Boring
For routine soil exploration to depths in excess of 3m, the light cable percussion rig is
generally employed for boring through soils and weak rocks. It consists of a powered winch
and tripod frame, with running wheels that are permanently attached so that the rig may be
towed behind a suitable vehicle. The rig is towed into position and set up using its own
winching system.
The locations of services are checked to make sure the borehole is not situated unacceptably
near any services. Regardless of the proximity of services, a CAT scan is undertaken at the
borehole location and a trial hole dug to 1.20m by hand.
Boreholes are advanced in soil by the percussive action of the cable tool. The force of the
cylindrical tool as it is dropped a short distance cuts a plug of cohesive soil that is removed
by the tool.
In non-cohesive soils, the borehole is advanced by a ‘shell’, otherwise known as a ‘bailer’
or ‘sand pump’, which incorporates a clack valve. Material is transferred into the shell and
retained by the clack valve. The water level in a borehole is maintained above that in the
surrounding granular soil to allow for temporary reductions in the head of water as the shell
is withdrawn from the borehole. Water should flow from the borehole into the surrounding
soil at all times to prevent ‘piping’ and loosening the soil at the base of the hole. The casing
is always advanced with the borehole in granular soil so that material is drawn from the
base rather than the borehole sides.
Obstructions to boring are overcome by fitting a serrated chiselling ring to the base of the
percussion tool. For large obstructions, a heavy chisel with a hardened cutting edge may
have to be used.
Disturbed samples are taken in polythene bags, jars or tubs that are sealed against air or
water loss.
Undisturbed samples are generally taken in cohesive materials at changes in strata and at
one metre intervals to 5 metres then at 1.5 metre intervals to the full depths of the borehole.
The general purpose open-tube sampler is suitable for firm to stiff clays, but is often used
to retrieve disturbed samples of weak rocks, soft or hard clay and also clayey sand or silts.
This has been adopted for routine use, and usually consists of a 100mm internal diameter
tube (U100), which is capable of taking soil samples up to 450mm in length. The
undisturbed samples are sealed at each end using micro-crystalline wax to prevent drying.
Standard penetration tests are generally carried out in non-cohesive soils but also in stiff
clays and soft rocks at frequencies similar to that of undisturbed sampling.
A2.2 IN-SITU TESTS
A2.2.1 Standard Penetration Test
The Standard Penetration Test is carried out in accordance with the proposals recommended
in ref 5.3.
Appendix 2 pages ii/i-ii/iii ii/ii
The standard penetration test, SPT, covers the determination of the resistance of soils to
the penetration of a split barrel sampler. A 50mm diameter split barrel sampler is driven
450mm into the soil using a 65kg hammer with a 760mm drop. The penetration resistance
is expressed as the number of blows required to obtain 300mm penetration below an initial
seating drive of 150mm through any disturbed ground at the bottom of the borehole. The
number of blows to achieve the standard penetration of 300mm is reported as the ‘N’ value.
The test is generally carried out in fine soils, however, it may also be carried out in coarse
granular soils, weak rocks and glacial tills using the same procedure as for the SPT but with
a 50mm diameter, 60° apex solid cone replacing the split spoon sampler, CPT.
When attempting the standard penetration test in very dense material or weathered rocks it
may be necessary to terminate the test before completion to prevent damage to the
equipment. In these circumstances it is important to distinguish how the blow count relates
to the penetration of the sampler. This may be achieved in the following manner:
• Where the seating drive has been completed, the test drive is terminated if 50
blows are reached before the full penetration of 300mm is achieved. The
penetration for 50 blows is recorded and an approximate N value obtained by
linear extrapolation of the number of blows for the partial test drive.
• If the seating drive of 150mm is not achieved within the first 25 blows, the
penetration after 25 blows is recorded and the test drive then commenced.
• For tests in soft rocks, the test drive should be terminated after 100 blows where
the penetration of 300mm has not been achieved.
The N-value obtained from the Standard Penetration Test may be used to assess the relative
density of sands and gravels as follows:
Term SPT N-Value : Blows/300mm Penetration
Very Loose
Loose
Medium Dense
Dense
Very Dense
0 - 4
4 - 10
10 - 30
30 - 50
Over 50
A2.3 SAMPLES
U(x) represents undisturbed 100mm diameter sample with (x) being the number of blows required to
obtain sample.
U NR| indicates undisturbed sample not recovered
HV represents Hand Vane test with equivalent undrained shear strength
PP represents Pocket Penetrometer test with equivalent undrained shear strength
CBR represents California Bearing Ratio test
B represents large bulk disturbed samples
D represents small disturbed sample
Appendix 2 pages ii/i-ii/iii ii/iii
W represents water sample
respresents water strike
represents level to which water rose
A2.4 DESCRIPTION OF SOILS
A2.4.1 General
The procedures and principles given in in ISO 14688 Parts 1 and 2, ref 5.2, supplemented by
section 6 of BS 5930, ref. 5.1 have been used in the soil descriptions contained within this
report.
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
154.42
153.92
152.82
152.12
Depth (m)(Thickness)
(1.20)
1.20
(0.50)
1.70
(1.10)
2.80
(0.70)
3.50
Legend Strata Description
MADE GROUND: Dark brown, grey, sandy, gravelly CLAY. Gravel is angular to subangular, fine to coarse including ash and burnt colliery spoil.
Dense, pale, yellowish grey mottled pink, slightly silty, slightly gravelly, fine SAND. Gravel is angular to subangular, fine and medium including sandstone.
Dense, greenish grey mottled, brown, slightly silty, slightly gravelly, fine SAND. Gravel is angular to subangular, fine and medium including sandstone.
Very dense, dark orangish brown mottled, grey, slightly silty, fine SAND.
End of Borehole at 3.50m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.20 SPT(S) N=31 (4,5/6,8,8,9)
1.20 - 1.65 B41.20 - 1.65 D5
1.70 ES6
2.00 SPT(S) N=39 (4,6/8,11,10,10)
2.00 - 2.45 B72.00 - 2.45 D8
3.00 SPT(S) 48 (25 for 119mm/48 for 105mm)
3.00 - 3.22 D103.00 - 3.45 B9
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 14/09/2017 EK MHW DRAFT
Borehole ID:
BH01Sheet 1 of 1
Cable PercussionBorehole Log
Easting:248025.0
Northing:620457.5
Ground Level:155.62mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
14-09-2017 17:00 3.50 3.00
ChisellingFrom (m) To (m) Duration Remarks
3.10 3.50 01:00
Borehole DiameterDepth (m) Dia (mm)
3.50 150
Casing DiameterDepth (m) Dia (mm)
3.00 150
InstallationTop (m) Base (m) Type Dia (mm)0.00 1.20 PLAIN1.20 2.80 SLOTTED
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
154.75
153.75
152.15
150.95
Depth (m)(Thickness)
(1.00)
1.00
(1.00)
2.00
(1.60)
3.60
(1.20)
4.80
Legend Strata Description
MADE GROUND: Compact stone, ash and hardcore (driller's description).
Dense, pale green greyish mottled, pinkish brown, slightly clayey, slightly silty, slightly gravelly, fine SAND. Gravel is subangular to subrounded, fine and medium including sandstone.
Dense, pale yellow greenish grey, slightly silty, slightly gravelly, fine SAND. Gravel is subangular to subrounded, fine and medium including sandstone. Locally slightly clayey.
Very dense, dark reddish brown, slightly silty, fine SAND. Locally clayey, sandy silt.
End of Borehole at 4.50m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 B20.50 D3
0.50 - 1.00 B1
1.00 ES41.20 SPT(S) N=31
(4,7/6,10,8,7)1.20 - 1.65 B5
2.00 SPT(S) N=35 (10,7/6,8,9,12)
2.00 ES62.00 - 2.45 B72.00 - 2.45 D8
3.00 SPT(S) 50 (12,11/50 for 251mm)
3.00 - 3.40 D103.00 - 3.45 B9
3.60 D11
4.00 SPT(S) 50 (25 for 145mm/50 for 168mm)
4.00 - 4.31 D134.00 - 4.45 B12
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 13/09/2017 EK MHW DRAFT
Borehole ID:
BH02Sheet 1 of 1
Cable PercussionBorehole Log
Easting:247987.2
Northing:620447.1
Ground Level:155.75mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
13-09-2017 17:00 1.65 1.20 Dry14-09-2017 15:00 4.50 4.00 Dry
ChisellingFrom (m) To (m) Duration Remarks
4.30 4.50 00:30
Borehole DiameterDepth (m) Dia (mm)
4.50 150
Casing DiameterDepth (m) Dia (mm)
4.00 150
InstallationTop (m) Base (m) Type Dia (mm)0.00 1.50 PLAIN1.50 4.00 SLOTTED
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
155.41
154.11154.01
Depth (m)(Thickness)
(0.40)0.40
(1.30)
1.701.80
Legend Strata Description
MADE GROUND: Compact, hardcore fill (driller's description).
MADE GROUND: Grey and brown, gravelly, slightly sandy CLAY. Gravel is angular to subrounded, fine to coarse including brick.
MADE GROUND: Concrete.End of Borehole at 1.80m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.20 - 1.65 B41.20 - 1.65 U 100 blows. No recovery
1.70 - 1.78 D5
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 12/09/2017 EK MHW DRAFT
Borehole ID:
BH03Sheet 1 of 1
Cable PercussionBorehole Log
Easting:247901.3
Northing:620373.3
Ground Level:155.81mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: Terminated on concrete slab, relocated as BH03A.
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
12-09-2017 10:00 1.80 1.20 1.00
ChisellingFrom (m) To (m) Duration Remarks
1.70 1.80 00:30
Borehole DiameterDepth (m) Dia (mm)
1.80 150
Casing DiameterDepth (m) Dia (mm)
1.20 150
InstallationTop (m) Base (m) Type Dia (mm)
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
0.50 20 0.20
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
155.41
154.11153.93
Depth (m)(Thickness)
(0.40)0.40
(1.30)
1.701.88
Legend Strata Description
MADE GROUND: Compact, hardcore fill (driller's description).
MADE GROUND: Grey and brown, sandy, gravelly CLAY. Gravel is angular to subrounded, fine to coarse brick, tarmacadam and ash.
MADE GROUND: Concrete.End of Borehole at 1.88m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
1.20 - 1.65 U1 80 blows. 100% recovery
1.70 D21.80 SPT(S) 50 (25 for
38mm/50 for 40mm)1.80 - 1.88 D3
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 12/09/2017 EK MHW DRAFT
Borehole ID:
BH03ASheet 1 of 1
Cable PercussionBorehole Log
Easting:247901.3
Northing:620373.3
Ground Level:155.81mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: Terminated on concrete slab, relocated as BH03B. SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
12-09-2017 12:00 1.88 1.20 Dry
ChisellingFrom (m) To (m) Duration Remarks
1.70 1.80 00:30
Borehole DiameterDepth (m) Dia (mm)
1.88 150
Casing DiameterDepth (m) Dia (mm)
1.20 150
InstallationTop (m) Base (m) Type Dia (mm)
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
155.81
153.01
152.41
152.11
151.71
Depth (m)(Thickness)
(0.40)0.40
(2.80)
3.20
(0.60)
3.80(0.30)4.10
(0.40)4.50
Legend Strata Description
MADE GROUND: Compact, hardcore fill (driller's description).
MADE GROUND: Brown, gravelly, slightly sandy CLAY. Gravel is angular to subrounded, fine to coarse including brick, wood and tile.
Firm, pale orangish brown, mottled pale grey, slightly sandy, slightly gravelly CLAY. Gravel is angular to subrounded, fine to coarse of mixed lithologies.
Pale, grey, fine and medium SAND.
Reddish brown, fine and medium grained SANDSTONE, recovered as very dense gravelly sand.
End of Borehole at 4.50m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
2.00 SPT(S) N=6 (3,2/1,2,1,2)2.00 - 2.45 B12.00 - 2.45 D2
3.00 SPT(S) N=14 (1,2/3,3,4,4)3.00 - 3.45 B33.00 - 3.45 D4
3.80 D54.00 SPT(S) 50 (25 for
135mm/50 for 215mm)4.00 - 4.45 B64.00 - 4.45 D7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 12/09/2017 EK MHW DRAFT
Borehole ID:
BH03BSheet 1 of 1
Cable PercussionBorehole Log
Easting:247904.7
Northing:620364.5
Ground Level:156.21mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
12-09-2017 17:00 4.50 4.00 Dry
ChisellingFrom (m) To (m) Duration Remarks
4.30 4.50 00:30
Borehole DiameterDepth (m) Dia (mm)
4.50 150
Casing DiameterDepth (m) Dia (mm)
4.00 150
InstallationTop (m) Base (m) Type Dia (mm)0.00 1.00 PLAIN1.00 4.00 SLOTTED
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
4.10 4.00 20 3.10
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)152.70
152.00
150.20
Depth (m)(Thickness)
0.10
(0.70)
0.80
(1.80)
2.60
Legend Strata Description
MADE GROUND: Tarmacadam.MADE GROUND: Dark greyish brown, gravelly, slightly clayey, fine to coarse SAND. Gravel is angular to subrounded fine to coarse of various lithologies including ash and burnt colliery spoil.
Very dense, pale reddish brown, slightly silty, slightly gravelly, fine SAND. Gravel is subangular to subrounded, fine and medium including sandstone.
End of Borehole at 2.60m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.20 SPT(S) 10 (25 for
70mm/10 for 86mm)1.20 - 1.36 D51.20 - 1.65 B4
2.00 SPT(S) 50 (25 for 50mm/50 for 60mm)
2.00 - 2.11 D72.00 - 2.45 B6
2.50 SPT(S) 50 (25 for 45mm/50 for 50mm)
2.50 - 2.60 D8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 16/09/2017 EK MHW DRAFT
Borehole ID:
BH04Sheet 1 of 1
Cable PercussionBorehole Log
Easting:248068.4
Northing:620381.4
Ground Level:152.80mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
16-09-2017 15:00 2.60 2.50 Dry
ChisellingFrom (m) To (m) Duration Remarks
2.10 2.50 01:00
Borehole DiameterDepth (m) Dia (mm)
2.60 150
Casing DiameterDepth (m) Dia (mm)
2.50 150
InstallationTop (m) Base (m) Type Dia (mm)
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
151.76
149.46
Depth (m)(Thickness)
(1.20)
1.20
(2.30)
3.50
Legend Strata Description
MADE GROUND: Dark greyish brown, slightly sandy, slightly gravelly CLAY with low cobble content. Gravel is angular to subrounded, fine to coarse including ash and concrete.
Very dense, pale greenish grey mottled orange, slightly silty, fine SAND.
At 2.00m: slightly clayey, gravelly.
End of Borehole at 3.50m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.20 SPT(S) 50 (8,10/50 for
261mm)1.20 - 1.61 D51.20 - 1.65 B4
2.00 SPT(S) 50 (10,10/50 for 253mm)
2.00 - 2.40 D72.00 - 2.45 B6
3.00 SPT(S) 50 (25 for 65mm/50 for 85mm)
3.00 - 3.15 D8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 16/09/2017 EK MHW DRAFT
Borehole ID:
BH05Sheet 1 of 1
Cable PercussionBorehole Log
Easting:248028.3
Northing:620366.6
Ground Level:152.96mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
ChisellingFrom (m) To (m) Duration Remarks
3.10 3.50 01:00
Borehole DiameterDepth (m) Dia (mm)
3.50 150
Casing DiameterDepth (m) Dia (mm)
3.00 150
InstallationTop (m) Base (m) Type Dia (mm)0.00 0.50 PLAIN0.50 2.50 SLOTTED
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
0.80 20 0.60
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
154.82
152.72
151.32
151.02
Depth (m)(Thickness)
(0.80)
0.80
(2.10)
2.90
(1.40)
4.30(0.30)4.60
Legend Strata Description
MADE GROUND: Reddish brown mottled, dark brown, slightly sandy, slightly gravelly CLAY with rootlets. Gravel is angular to subrounded, fine to coarse including ash.
MADE GROUND: Reddish brown mottled grey, sandy, gravelly CLAY with rootlets. Gravel is angular to subrounded, fine and medium of mixed lithologies.
Dense dark reddish brown mottled yellow, slightly clayey, gravelly SAND. Gravel is angular to subrounded, fine and medium.
Very stiff, reddish brown, sandy CLAY.
End of Borehole at 4.60m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.20 - 1.65 U4 46 blows. 70% recovery
1.70 D5
2.00 SPT(S) N=16 (1,2/3,3,4,6)2.00 - 2.45 B62.00 - 2.45 D7
3.00 SPT(S) N=32 (2,4/7,8,8,9)3.00 - 3.45 B83.00 - 3.45 D9
4.00 SPT(S) 47 (5,7/47 for 175mm)
4.00 - 4.33 D114.00 - 4.45 B10
4.50 SPT(S) 50 (25 for 55mm/50 for 40mm)
4.50 - 4.60 D12
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 11/09/2017 EK MHW DRAFT
Borehole ID:
BH06Sheet 1 of 1
Cable PercussionBorehole Log
Easting:247923.5
Northing:620323.8
Ground Level:155.62mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
11-09-2017 17:00 4.60 4.50 3.60
ChisellingFrom (m) To (m) Duration Remarks
4.30 4.60 00:45
Borehole DiameterDepth (m) Dia (mm)
4.60 150
Casing DiameterDepth (m) Dia (mm)
4.50 150
InstallationTop (m) Base (m) Type Dia (mm)0.00 1.30 PLAIN1.30 4.10 SLOTTED
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
3.70 3.20 20 3.20
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
154.08
152.48
151.98
Depth (m)(Thickness)
(1.40)
1.40
(1.60)
3.00
(0.50)
3.50
Legend Strata Description
MADE GROUND: Dark greyish black, gravelly, slightly sandy CLAY. Gravel is angular to subrounded, fine to coarse including concrete and ash.
Stiff, reddish brown, slightly sandy, slightly gravelly, silty CLAY. Gravel is angular to subrounded, fine and medium of mixed lithologies.
Very dense, pale greyish green silty, fine SAND.
End of Borehole at 3.50m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.20 SPT(S) N=20
(9,13/7,5,4,4)1.20 - 1.65 B4
1.70 ES51.90 D6
2.00 - 2.45 B72.00 - 2.45 U 125 blows. No recovery
3.00 SPT(S) 50 (25 for 135mm/50 for 145mm)
3.00 - 3.28 D93.00 - 3.45 B8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 12/09/2017 EK MHW DRAFT
Borehole ID:
BH07Sheet 1 of 1
Cable PercussionBorehole Log
Easting:247800.4
Northing:620297.0
Ground Level:155.48mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
12-09-2017 17:00 3.50 3.00 Dry
ChisellingFrom (m) To (m) Duration Remarks
3.30 3.50 00:30
Borehole DiameterDepth (m) Dia (mm)
3.50 150
Casing DiameterDepth (m) Dia (mm)
3.00 150
InstallationTop (m) Base (m) Type Dia (mm)
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
154.52
154.02
152.52152.32
Depth (m)(Thickness)
(1.10)
1.10
(0.50)
1.60
(1.50)
3.103.30
Legend Strata Description
MADE GROUND: Dark greyish black, clayey, slightly sandy, angular to subrounded, fine to coarse GRAVEL including concrete and ash. With hydrocarbon odour.
Firm, reddish brown, sandy, silty CLAY.
Dense, dark reddish brown, slightly clayey, slightly gravelly SAND. Gravel is angular to subrounded, fine and medium.
At 2.00m: slightly clayey, slightly sandy gravel.
Dark reddish brown, gravelly CLAY. Gravel is subangular, fine and medium including sandstone.
End of Borehole at 3.28m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.10 D41.20 ES6
1.20 - 1.65 U5 67 blows. 100% recovery
1.70 D7
2.00 SPT(S) N=34 (4,4/6,6,8,14)
2.00 - 2.45 B82.00 - 2.45 D9
3.00 SPT(S) 50 (28 for 135mm/50 for 140mm)
3.00 - 3.28 D10
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 13/09/2017 EK MHW DRAFT
Borehole ID:
BH08Sheet 1 of 1
Cable PercussionBorehole Log
Easting:247749.7
Northing:620301.0
Ground Level:155.62mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
13-09-2017 13:00 3.30 3.00 1.80
ChisellingFrom (m) To (m) Duration Remarks
Borehole DiameterDepth (m) Dia (mm)
3.30 150
Casing DiameterDepth (m) Dia (mm)
3.00 150
InstallationTop (m) Base (m) Type Dia (mm)
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
1.70 1.50 20 1.30
Samples & In Situ Testing
Depth Sample ID Test Result
Strata DetailsLevel
(mAOD)
153.97
153.47
152.97
152.37
Depth (m)(Thickness)
(1.90)
1.90
(0.50)
2.40
(0.50)
2.90
(0.60)
3.50
Legend Strata Description
MADE GROUND: Medium dense, dark greyish black, slightly sandy, clayey, angular to subrounded, fine to coarse GRAVEL including ash, wood and concrete.
Stiff, reddish brown mottled, greyish brown, slightly gravelly CLAY. Gravel is subangular to subrounded, fine to coarse.
Stiff, dark brown, sandy, slightly gravelly CLAY with occasional cobbles. Gravel is angular to subrounded, fine to coarse of mixed lithologies.
Very dense, dark grey, clayey SAND.
End of Borehole at 3.50m
1
2
3
4
5
6
7
8
9
10
GroundwaterWaterStrike
Backfill/Installation
0.50 ES10.50 - 1.00 B2
1.00 ES31.20 SPT(C) N=28 (25 for
125mm/12,8,4,4)1.20 - 1.65 B4
1.90 D52.00 - 2.45 U6 95 blows. 100% recovery
2.50 D7
3.00 SPT(S) 45 (25 for 145mm/45 for 145mm)
3.00 - 3.29 D93.00 - 3.45 B8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date Started: Logged By: Checked By: Status:
42129 13/09/2017 EK MHW DRAFT
Borehole ID:
BH09Sheet 1 of 1
Cable PercussionBorehole Log
Easting:247727.5
Northing:620233.5
Ground Level:155.87mOD
Plant Used:Dando 2000
Print Date:03/11/2017
Scale:1:50
Weather: Termination: SPT Hammer: AR1181 Energy Ratio: 47%
Remarks:Service inspection pit hand excavated from GL to 1.20m.
Start & End of Shift ObservationsDate Time Depth (m) Casing (m) Water (m)
13-09-2017 17:00 3.50 3.00 2.80
ChisellingFrom (m) To (m) Duration Remarks
3.30 3.50 00:30
Borehole DiameterDepth (m) Dia (mm)
3.50 150
Casing DiameterDepth (m) Dia (mm)
3.00 150
InstallationTop (m) Base (m) Type Dia (mm)0.00 0.50 PLAIN 500.50 3.00 SLOTTED 50
Water StrikesStrike (m) Casing (m) Sealed (m) Time (mins) Rose to (m) Remarks
2.50 2.60 20 2.10
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.59
154.09
153.59
Depth (m)(Thickness)
(1.00)
1.00
(0.50)
1.50
(0.50)
2.00
Legend Strata DescriptionMADE GROUND: Dark grey and black, sandy, slightly clayey, angular to subangular, fine to coarse GRAVEL including plastic, metal, brick and concrete. With occasional subangular boulders of sandstone. Visual and olfactory evidence of hydrocarbon contamination noted.
Firm, dark reddish brown mottled grey, gravelly, slightly sandy CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Dark reddish brown, sandy, angular to subangular, fine to coarse GRAVEL including mudstone.
End of Trial Pit at 2.00m
1
2
3
4
5
6
Wat
er
0.20 ES1
0.50 B2
0.80 ES3
1.20 B41.20 D51.40 ES6
1.70 B7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 13/09/2017 CL MHW DRAFT
Trial Pit ID:
TP01
Sheet 1 of 1
Trial Pit LogEasting:
247723.4Northing:
620320.7Ground Level:
155.59mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable below 1.00m.
Dimensions: General Remarks:Final Depth: 2.00m
◄––––––––– Length (m) –––––––––►3.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.89
154.49
153.19
Depth (m)(Thickness)
(0.80)
0.80
(0.40)
1.20
(1.30)
2.50
Legend Strata DescriptionMADE GROUND: Dark grey, sandy, angular to subrounded, fine to coarse GRAVEL including sandstone, quartzite. plastic, ash and concrete.
At 0.50m: concrete layer approximately 0.10m thick.
Firm, dark reddish brown, gravelly, slightly sandy CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Dark reddish brown, sandy, angular to subangular, fine to coarse GRAVEL including mudstone.
End of Trial Pit at 2.50m
1
2
3
4
5
6
Wat
er
0.10 ES1
0.30 B2
0.90 ES31.00 D41.10 B5
1.30 - 2.00 B6
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 13/09/2017 CL MHW DRAFT
Trial Pit ID:
TP02
Sheet 1 of 1
Trial Pit LogEasting:
247753.3Northing:
620328.6Ground Level:
155.69mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 2.50m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.86
152.96
152.56
Depth (m)(Thickness)
(0.90)
0.90
(1.90)
2.80
(0.40)
3.20
Legend Strata DescriptionMADE GROUND: Dark grey, sandy, angular to subangular, fine to coarse GRAVEL including concrete and sandstone.
Firm, reddish brown mottled grey, sandy, slightly gravelly CLAY. Gravel is subangular to subrounded, fine and medium including sandstone, mudstone and limestone.
Reddish brown, mottled purplish brown, clayey, sandy, angular to subangular, fine to coarse GRAVEL including mudstone.
End of Trial Pit at 3.20m
1
2
3
4
5
6
Wat
er
0.10 B1
0.50 ES2
1.00 D41.00 ES3
1.60 D5
2.00 B6
3.00 B7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 12/09/2017 CL MHW DRAFT
Trial Pit ID:
TP03
Sheet 1 of 1
Trial Pit LogEasting:
247775.8Northing:
620337.0Ground Level:
155.76mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.20m
◄––––––––– Length (m) –––––––––►2.50m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
155.40
153.80
152.60
152.10
Depth (m)(Thickness)
0.20
(1.60)
1.80
(1.20)
3.00
(0.50)
3.50
Legend Strata DescriptionMADE GROUND: Soft grey, sandy, silty CLAY.
MADE GROUND: Dark greyish black, sandy, slightly clayey, angular to subrounded, fine to coarse GRAVEL including metal, plastic, concrete, brick quartzite and sandstone. Visual and olfactory evidence of hydrocarbon contamination noted.
Dark reddish brown mottled grey yellow, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone, mudstone and quartzite.
Below 2.50m: yellow, mottled grey, very sandy.
Light greyish yellow, clayey SAND.
End of Trial Pit at 3.50m
1
2
3
4
5
6
Wat
er
0.10 B20.10 ES1
0.80 ES3
1.00 B4
2.00 B62.00 D72.00 ES5
3.00 D8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 14/09/2017 CL MHW DRAFT
Trial Pit ID:
TP04
Sheet 1 of 1
Trial Pit LogEasting:
247707.2Northing:
620267.6Ground Level:
155.60mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.50m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.90
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
0.50 0 0.50
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.57
154.27
153.27
Depth (m)(Thickness)
(1.20)
1.20(0.30)1.50
(1.00)
2.50
Legend Strata DescriptionMADE GROUND: Dark grey, sandy, angular to subangular, fine to coarse GRAVEL including sandstone, concrete and brick.
Soft to firm, dark reddish brown, gravelly, slightly sandy CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.Dark reddish brown, clayey, sandy, angular to subangular, fine to coarse GRAVEL including mudstone.
End of Trial Pit at 2.50m
1
2
3
4
5
6
Wat
er
0.10 ES1
0.40 B2
0.80 ES3
1.30 B51.30 ES41.40 D6
2.00 B7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 13/09/2017 CL MHW DRAFT
Trial Pit ID:
TP05
Sheet 1 of 1
Trial Pit LogEasting:
247780.0Northing:
620297.5Ground Level:
155.77mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 2.50m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.68
154.18
Depth (m)(Thickness)
(1.00)
1.00
(0.50)
1.50
Legend Strata DescriptionMADE GROUND: Dark grey, gravelly fine to coarse SAND. Gravel is angular to subrounded, fine to coarse including sandstone and concrete.
Dark reddish brown, sandy, angular to subangular, fine to coarse GRAVEL including mudstone.
End of Trial Pit at 1.50m
1
2
3
4
5
6
Wat
er
0.20 ES1
0.50 B2
0.80 ES3
1.40 B51.40 ES4
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 12/09/2017 CL MHW DRAFT
Trial Pit ID:
TP06
Sheet 1 of 1
Trial Pit LogEasting:
247781.1Northing:
620319.8Ground Level:
155.68mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: unable to penetrate deeper. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 1.50m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.05
152.15
Depth (m)(Thickness)
(1.60)
1.60
(1.90)
3.50
Legend Strata DescriptionMADE GROUND: Dark greyish black, sandy, slightly clayey, angular to subangular, fine to coarse GRAVEL including sandstone, brick, concrete, plastic and wood.
Between 1.30m and 1.60m: black gravel.
Soft to firm, dark reddish brown, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Below 2.50m: firm.
End of Trial Pit at 3.50m
1
2
3
4
5
6
Wat
er
0.20 ES1
0.50 B2
0.90 ES3
1.20 D4
1.70 D51.80 ES61.90 B7
2.70 D8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 13/09/2017 CL MHW DRAFT
Trial Pit ID:
TP07
Sheet 1 of 1
Trial Pit LogEasting:
247736.6Northing:
620236.2Ground Level:
155.65mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.50m
◄––––––––– Length (m) –––––––––►3.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
1.00 0 1.00 Fast
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
155.43
154.23
152.23
Depth (m)(Thickness)
(0.30)0.30
(1.20)
1.50
(2.00)
3.50
Legend Strata DescriptionMADE GROUND: Black, sandy, angular to subangular, fine to coarse GRAVEL including ash, concrete rebar and plastic.
Soft to firm, greyish brown, sandy, gravelly CLAY. Gravel is angular to subangular and fine to coarse.
Firm, dark reddish brown, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse, including mudstone.
End of Trial Pit at 3.50m
1
2
3
4
5
6
Wat
er
0.10 B20.10 ES1
0.60 D3
1.00 ES4
1.30 B5
1.60 D6
2.50 D7
3.00 B8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 13/09/2017 CL MHW DRAFT
Trial Pit ID:
TP08
Sheet 1 of 1
Trial Pit LogEasting:
247780.1Northing:
620257.2Ground Level:
155.73mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.50m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.19
151.89151.79
Depth (m)(Thickness)
(0.70)
0.70
(2.30)
3.003.10
Legend Strata DescriptionMADE GROUND: Dark grey, sandy, angular to subangular, fine to coarse GRAVEL including coal, granite, brick and quartzite.
Firm reddish brown, mottled grey, gravelly, slightly sandy CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Grey, sandy, angular to subangular, fine to coarse GRAVEL including sandstone.
End of Trial Pit at 3.10m
1
2
3
4
5
6
Wat
er
0.20 B1
0.50 ES2
1.00 D41.00 ES3
1.50 D5
2.00 B62.00 D7
3.10 B8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 12/09/2017 CL MHW DRAFT
Trial Pit ID:
TP09
Sheet 1 of 1
Trial Pit LogEasting:
247852.5Northing:
620286.0Ground Level:
154.89mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: on possible bedrock. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.10m
◄––––––––– Length (m) –––––––––►2.50m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.30
153.40
151.60
Depth (m)(Thickness)
(0.80)
0.80
(0.90)
1.70
(1.80)
3.50
Legend Strata DescriptionMADE GROUND: Dark greyish black, sandy, angular to subangular, fine to coarse GRAVEL including concrete, sandstone, brick, wood, rebar, plastic and metal.
Firm, reddish brown, sandy, slightly gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Light greyish yellow, slightly clayey, slightly gravelly, fine to coarse SAND. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
End of Trial Pit at 3.50m
1
2
3
4
5
6
Wat
er
0.40 B20.40 ES1
0.90 ES3
1.10 D4
1.60 B5
2.00 D6
2.50 B7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 14/09/2017 CL MHW DRAFT
Trial Pit ID:
TP10
Sheet 1 of 1
Trial Pit LogEasting:
247878.5Northing:
620281.6Ground Level:
155.10mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.50m
◄––––––––– Length (m) –––––––––►3.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
153.87
153.57
Depth (m)(Thickness)
(2.10)
2.10(0.30)2.40
Legend Strata DescriptionMADE GROUND: Dark grey, gravelly, slightly clayey, fine to coarse SAND with occasional pockets of clay. Gravel is angular to subangular fine to coarse including concrete, brick, scrap metal and plastic ducting. With slight hydrocarbon odour.
MADE GROUND: Dark grey, brown, clayey, sandy, angular to subangular, fine to coarse GRAVEL including concrete, metal, plastic and sandstone. With heavy visual and olfactory evidence of hydrocarbon contamination.
End of Trial Pit at 2.40m
1
2
3
4
5
6
Wat
er
0.20 B10.30 ES2
0.50 D3
1.50 B4
1.90 ES5
2.40 B72.40 ES6
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 12/09/2017 CL MHW DRAFT
Trial Pit ID:
TP11
Sheet 1 of 1
Trial Pit LogEasting:
247908.6Northing:
620297.8Ground Level:
155.97mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: due to contamination and fast ingress of water. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 2.40m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
2.20 20 1.80
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.90
153.00
152.50
Depth (m)(Thickness)
(0.80)
0.80
(1.90)
2.70
(0.50)
3.20
Legend Strata DescriptionMADE GROUND: Dark brownish grey and black, sandy, slightly clayey, angular to subangular, fine to coarse GRAVEL including metal, metal pipe, metal bar, fencing, plastic, sandstone, kerbstone and brick.
Firm, reddish brown, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Light greyish yellowish, gravelly, slightly clayey, fine to coarse, SAND. Gravel is angular to subangular, fine to coarse including mudstone.
End of Trial Pit at 3.20m
1
2
3
4
5
6
Wat
er
0.50 B20.50 ES1
0.90 ES31.00 D4
2.00 B5
3.00 B6
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 14/09/2017 CL MHW DRAFT
Trial Pit ID:
TP12
Sheet 1 of 1
Trial Pit LogEasting:
247888.2Northing:
620337.9Ground Level:
155.70mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: unable to penetrate deeper. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.20m
◄––––––––– Length (m) –––––––––►2.50m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.61
153.81
151.61
Depth (m)(Thickness)
(0.50)
0.50
(0.80)
1.30
(2.20)
3.50
Legend Strata DescriptionMADE GROUND: Dark grey, slightly clayey, gravelly SAND. Gravel is angular to subrounded, fine to coarse including brick, concrete and plastic fragments.
MADE GROUND: Firm, dark brownish grey, gravelly, slightly sandy CLAY. Gravel is angular to subrounded, fine to coarse including brick, sandstone and mudstone.
Stiff, reddish brown mottled grey, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
End of Trial Pit at 3.50m
1
2
3
4
5
6
Wat
er
0.10 ES1
0.40 B2
0.80 D40.80 ES31.00 B5
1.50 D6
2.50 D7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 12/09/2017 CL MHW DRAFT
Trial Pit ID:
TP13
Sheet 1 of 1
Trial Pit LogEasting:
247931.6Northing:
620354.2Ground Level:
155.11mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.50m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
152.84
151.64
150.94
Depth (m)(Thickness)
(0.60)
0.60
(1.20)
1.80
(0.70)
2.50
Legend Strata DescriptionMADE GROUND: Dark grey, gravelly, slightly clayey, fine to coarse SAND. Gravel is angular to subangular, fine to coarse including granite, plastic, brick and concrete.
MADE GROUND: Reddish brown, sandy, angular to subangular, fine to coarse GRAVEL including brick. With high cobble content. Cobbles are angular to subangular including brick.
Firm reddish brown, gravelly, slightly sandy CLAY. Gravel is subangular to subrounded, fine and medium including quartzite and mudstone.
End of Trial Pit at 2.50m
1
2
3
4
5
6
Wat
er
0.20 D20.20 ES1
0.50 B3
0.80 ES4
1.00 B51.00 D6
2.00 B72.00 D8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 12/09/2017 CL MHW DRAFT
Trial Pit ID:
TP14
Sheet 1 of 1
Trial Pit LogEasting:
247987.6Northing:
620332.9Ground Level:
153.44mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: due to water ingress. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 2.50m
◄––––––––– Length (m) –––––––––►2.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
1.80 0 2.50
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
152.51
149.91149.81
Depth (m)(Thickness)
(0.50)
0.50
(2.60)
3.103.20
Legend Strata DescriptionMADE GROUND: Dark grey, sandy, angular to subangular, fine to coarse GRAVEL including sandstone, limestone and concrete.
Firm, reddish brown, gravelly, slightly sandy CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Below 2.50m: very sandy.
Light grey, sandy, angular to subangular, fine to coarse GRAVEL including sandstone.
End of Trial Pit at 3.20m
1
2
3
4
5
6
Wat
er
0.10 B10.20 ES2
0.80 D40.80 ES3
1.50 B5
2.50 D6
3.20 B7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 16/09/2017 CL MHW DRAFT
Trial Pit ID:
TP15
Sheet 1 of 1
Trial Pit LogEasting:
248007.8Northing:
620330.3Ground Level:
153.01mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: unable to penetrate deeper. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.20m
◄––––––––– Length (m) –––––––––►1.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.56
153.36
153.06
Depth (m)(Thickness)
(1.00)
1.00
(1.20)
2.20(0.30)2.50
Legend Strata DescriptionMADE GROUND: Dark grey, sandy, angular to subangular, fine to coarse GRAVEL including sandstone, brick, plastic and concrete.
Soft to firm, reddish brown, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Reddish brown, sandy, slightly clayey, angular to subangular, fine to coarse GRAVEL including mudstone. With low cobble content. Cobbles are subangular including mudstone.
End of Trial Pit at 2.50m
1
2
3
4
5
6
Wat
er
0.10 ES1
0.50 B20.60 ES3
1.30 D4
1.50 B5
2.50 B6
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 14/09/2017 CL MHW DRAFT
Trial Pit ID:
TP16
Sheet 1 of 1
Trial Pit LogEasting:
247730.2Northing:
620297.4Ground Level:
155.56mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 2.50m
◄––––––––– Length (m) –––––––––►3.00m
––––
–►W
idth
(m)
◄––
–––
0.80
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.58
152.38
152.18
Depth (m)(Thickness)
(0.60)
0.60
(2.20)
2.80
3.00
Legend Strata DescriptionMADE GROUND: Dark grey, sandy, angular to subangular, fine to coarse GRAVEL including sandstone and brick.
Firm, reddish brown, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including quartzite, sandstone and mudstone.
Reddish purplish brown, sandy, slightly clayey, angular to subangular, fine to coarse GRAVEL including mudstone.
End of Trial Pit at 3.00m
1
2
3
4
5
6
Wat
er
0.40 ES10.50 B2
1.00 D41.00 ES3
1.50 B51.50 D6
2.90 B7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 14/09/2017 CL MHW DRAFT
Trial Pit ID:
TP17
Sheet 1 of 1
Trial Pit LogEasting:
247929.6Northing:
620314.5Ground Level:
155.18mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.00m
◄––––––––– Length (m) –––––––––►3.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
154.82
152.92
152.42
Depth (m)(Thickness)
(0.80)
0.80
(1.90)
2.70
(0.50)
3.20
Legend Strata DescriptionMADE GROUND: Dark brownish grey black, sandy, slightly clayey, angular to subangular, fine to coarse GRAVEL including metal, metal pipe, metal bar, fencing, plastic, sandstone, kerbstone and brick.
Firm reddish brown, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including sandstone and mudstone.
Light grey and yellow, gravelly, slightly clayey, fine to coarse SAND. Gravel is angular to subangular, fine to coarse including sandstone.
At 3.20m: greenish yellowish grey sandstone.
End of Trial Pit at 3.20m
1
2
3
4
5
6
Wat
er
0.50 B20.50 ES1
0.90 D40.90 ES3
1.50 D5
2.00 B6
3.00 B7
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 14/09/2017 CL MHW DRAFT
Trial Pit ID:
TP18
Sheet 1 of 1
Trial Pit LogEasting:
247909.4Northing:
620325.1Ground Level:
155.62mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 3.20m
◄––––––––– Length (m) –––––––––►3.00m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
Samples & In Situ TestingDepths Sample ID Test Result
Strata DetailsReduced
Level
153.61
152.81
152.21
Depth (m)(Thickness)
(1.00)
1.00
(0.80)
1.80
(0.60)
2.40
Legend Strata DescriptionMADE GROUND: Dark greyish black, sandy, angular to subangular, fine to coarse GRAVEL including concrete, tarmacadam, brick, wood and sandstone.
Soft to firm, greyish reddish brown, sandy, gravelly CLAY. Gravel is subangular to subrounded, fine to coarse including quartzite, sandstone and mudstone.
Reddish brown, sandy, angular to subangular, fine to coarse GRAVEL including sandstone.
End of Trial Pit at 2.40m
1
2
3
4
5
6
Wat
er
0.10 B1
0.40 ES2
0.90 ES3
1.20 B51.20 D61.20 ES41.50 D7
2.00 B8
Contract Name: Client:Barr Killoch Energy Park Wardell ArmstrongContract Number: Date: Logged By: Checked By: Status:
42129 15/09/2017 CL MHW DRAFT
Trial Pit ID:
TP19
Sheet 1 of 1
Trial Pit LogEasting:
247859.7Northing:
620329.9Ground Level:
154.61mODPlant Used:
JCB 3CXDate Printed:
03/11/2017Scale:
1:40
Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable.
Dimensions: General Remarks:Final Depth: 2.40m
◄––––––––– Length (m) –––––––––►2.50m
––––
–►W
idth
(m)
◄––
–––
0.70
m Orientation: °
◄–––––––––––––––
HBSI TP Template Issue Number: 2a Issue Date: 23-08-17
Water StrikesStrike (m) Time (mins) Rose to (m) Remarks
0.90 0 0.90 Slow