URBAN VISION PARTNERSHIPS LIMITED

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

[email protected]

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

[email protected]

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


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



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



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.



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.



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



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.



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.



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


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.



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


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.



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



Strata DetailsLevel

(mAOD)

154.75

153.75

152.15

150.95


(1.00)

1.00

(1.00)

2.00

(1.60)

3.60

(1.20)

4.80


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.


1

2

3

4

5

6

7

8

9

10



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


42129 13/09/2017 EK MHW DRAFT

Borehole ID:

BH02Sheet 1 of 1


Easting:247987.2

Northing:620447.1




Scale:1:50




13-09-2017 17:00 1.65 1.20 Dry14-09-2017 15:00 4.50 4.00 Dry


4.30 4.50 00:30


4.50 150


4.00 150





Strata DetailsLevel

(mAOD)

155.41

154.11154.01


(0.40)0.40

(1.30)

1.701.80


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



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


42129 12/09/2017 EK MHW DRAFT

Borehole ID:

BH03Sheet 1 of 1


Easting:247901.3

Northing:620373.3




Scale:1:50

Weather: Termination: Terminated on concrete slab, relocated as BH03A.



12-09-2017 10:00 1.80 1.20 1.00


1.70 1.80 00:30


1.80 150


1.20 150

InstallationTop (m) Base (m) Type Dia (mm)


0.50 20 0.20



Strata DetailsLevel

(mAOD)

155.41

154.11153.93


(0.40)0.40

(1.30)

1.701.88



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



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


42129 12/09/2017 EK MHW DRAFT

Borehole ID:

BH03ASheet 1 of 1


Easting:247901.3

Northing:620373.3




Scale:1:50

Weather: Termination: Terminated on concrete slab, relocated as BH03B. SPT Hammer: AR1181 Energy Ratio: 47%



12-09-2017 12:00 1.88 1.20 Dry


1.70 1.80 00:30


1.88 150


1.20 150





Strata DetailsLevel

(mAOD)

155.81

153.01

152.41

152.11

151.71


(0.40)0.40

(2.80)

3.20

(0.60)

3.80(0.30)4.10

(0.40)4.50



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.


1

2

3

4

5

6

7

8

9

10



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


42129 12/09/2017 EK MHW DRAFT

Borehole ID:

BH03BSheet 1 of 1


Easting:247904.7

Northing:620364.5




Scale:1:50




12-09-2017 17:00 4.50 4.00 Dry


4.30 4.50 00:30


4.50 150


4.00 150



4.10 4.00 20 3.10



Strata DetailsLevel

(mAOD)152.70

152.00

150.20


0.10

(0.70)

0.80

(1.80)

2.60


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.


1

2

3

4

5

6

7

8

9

10



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


42129 16/09/2017 EK MHW DRAFT

Borehole ID:

BH04Sheet 1 of 1


Easting:248068.4

Northing:620381.4




Scale:1:50




16-09-2017 15:00 2.60 2.50 Dry


2.10 2.50 01:00


2.60 150


2.50 150





Strata DetailsLevel

(mAOD)

151.76

149.46


(1.20)

1.20

(2.30)

3.50


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.


1

2

3

4

5

6

7

8

9

10



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


42129 16/09/2017 EK MHW DRAFT

Borehole ID:

BH05Sheet 1 of 1


Easting:248028.3

Northing:620366.6




Scale:1:50





3.10 3.50 01:00


3.50 150


3.00 150



0.80 20 0.60



Strata DetailsLevel

(mAOD)

154.82

152.72

151.32

151.02


(0.80)

0.80

(2.10)

2.90

(1.40)

4.30(0.30)4.60


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.


1

2

3

4

5

6

7

8

9

10



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


42129 11/09/2017 EK MHW DRAFT

Borehole ID:

BH06Sheet 1 of 1


Easting:247923.5

Northing:620323.8




Scale:1:50




11-09-2017 17:00 4.60 4.50 3.60


4.30 4.60 00:45


4.60 150


4.50 150



3.70 3.20 20 3.20



Strata DetailsLevel

(mAOD)

154.08

152.48

151.98


(1.40)

1.40

(1.60)

3.00

(0.50)

3.50


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.


1

2

3

4

5

6

7

8

9

10



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


42129 12/09/2017 EK MHW DRAFT

Borehole ID:

BH07Sheet 1 of 1


Easting:247800.4

Northing:620297.0




Scale:1:50




12-09-2017 17:00 3.50 3.00 Dry


3.30 3.50 00:30


3.50 150


3.00 150





Strata DetailsLevel

(mAOD)

154.52

154.02

152.52152.32


(1.10)

1.10

(0.50)

1.60

(1.50)

3.103.30


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.


1

2

3

4

5

6

7

8

9

10



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


42129 13/09/2017 EK MHW DRAFT

Borehole ID:

BH08Sheet 1 of 1


Easting:247749.7

Northing:620301.0




Scale:1:50




13-09-2017 13:00 3.30 3.00 1.80



3.30 150


3.00 150



1.70 1.50 20 1.30



Strata DetailsLevel

(mAOD)

153.97

153.47

152.97

152.37


(1.90)

1.90

(0.50)

2.40

(0.50)

2.90

(0.60)

3.50


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.


1

2

3

4

5

6

7

8

9

10



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


42129 13/09/2017 EK MHW DRAFT

Borehole ID:

BH09Sheet 1 of 1


Easting:247727.5

Northing:620233.5




Scale:1:50




13-09-2017 17:00 3.50 3.00 2.80


3.30 3.50 00:30


3.50 150


3.00 150

InstallationTop (m) Base (m) Type Dia (mm)0.00 0.50 PLAIN 500.50 3.00 SLOTTED 50


2.50 2.60 20 2.10

Samples & In Situ TestingDepths Sample ID Test Result

Strata DetailsReduced

Level

154.59

154.09

153.59


(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



Level

154.89

154.49

153.19


(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.



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


42129 13/09/2017 CL MHW DRAFT

Trial Pit ID:

TP02

Sheet 1 of 1


247753.3Northing:




03/11/2017Scale:

1:40

Weather: Hole Termination: Refusal on probable bedrock. Stability: Trial pit remained stable.


◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.86

152.96

152.56


(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.


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


42129 12/09/2017 CL MHW DRAFT

Trial Pit ID:

TP03

Sheet 1 of 1


247775.8Northing:




03/11/2017Scale:

1:40

Weather: Hole Termination: Stability: Trial pit remained stable.


◄––––––––– Length (m) –––––––––►2.50m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

155.40

153.80

152.60

152.10


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.


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


42129 14/09/2017 CL MHW DRAFT

Trial Pit ID:

TP04

Sheet 1 of 1


247707.2Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.90

m Orientation: °

◄–––––––––––––––



0.50 0 0.50



Level

154.57

154.27

153.27


(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.


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


42129 13/09/2017 CL MHW DRAFT

Trial Pit ID:

TP05

Sheet 1 of 1


247780.0Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.68

154.18


(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.



1

2

3

4

5

6

Wat

er

0.20 ES1

0.50 B2

0.80 ES3

1.40 B51.40 ES4


42129 12/09/2017 CL MHW DRAFT

Trial Pit ID:

TP06

Sheet 1 of 1


247781.1Northing:




03/11/2017Scale:

1:40

Weather: Hole Termination: unable to penetrate deeper. Stability: Trial pit remained stable.


◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.05

152.15


(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.


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


42129 13/09/2017 CL MHW DRAFT

Trial Pit ID:

TP07

Sheet 1 of 1


247736.6Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►3.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––



1.00 0 1.00 Fast



Level

155.43

154.23

152.23


(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.


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


42129 13/09/2017 CL MHW DRAFT

Trial Pit ID:

TP08

Sheet 1 of 1


247780.1Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.19

151.89151.79


(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.


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


42129 12/09/2017 CL MHW DRAFT

Trial Pit ID:

TP09

Sheet 1 of 1


247852.5Northing:




03/11/2017Scale:

1:40

Weather: Hole Termination: on possible bedrock. Stability: Trial pit remained stable.


◄––––––––– Length (m) –––––––––►2.50m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.30

153.40

151.60


(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.


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


42129 14/09/2017 CL MHW DRAFT

Trial Pit ID:

TP10

Sheet 1 of 1


247878.5Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►3.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

153.87

153.57


(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.


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


42129 12/09/2017 CL MHW DRAFT

Trial Pit ID:

TP11

Sheet 1 of 1


247908.6Northing:




03/11/2017Scale:

1:40

Weather: Hole Termination: due to contamination and fast ingress of water. Stability: Trial pit remained stable.


◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––



2.20 20 1.80



Level

154.90

153.00

152.50


(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.


1

2

3

4

5

6

Wat

er

0.50 B20.50 ES1

0.90 ES31.00 D4

2.00 B5

3.00 B6


42129 14/09/2017 CL MHW DRAFT

Trial Pit ID:

TP12

Sheet 1 of 1


247888.2Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►2.50m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.61

153.81

151.61


(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.


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


42129 12/09/2017 CL MHW DRAFT

Trial Pit ID:

TP13

Sheet 1 of 1


247931.6Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

152.84

151.64

150.94


(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.


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


42129 12/09/2017 CL MHW DRAFT

Trial Pit ID:

TP14

Sheet 1 of 1


247987.6Northing:




03/11/2017Scale:

1:40

Weather: Hole Termination: due to water ingress. Stability: Trial pit remained stable.


◄––––––––– Length (m) –––––––––►2.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––



1.80 0 2.50



Level

152.51

149.91149.81


(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.


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


42129 16/09/2017 CL MHW DRAFT

Trial Pit ID:

TP15

Sheet 1 of 1


248007.8Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►1.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.56

153.36

153.06


(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.


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


42129 14/09/2017 CL MHW DRAFT

Trial Pit ID:

TP16

Sheet 1 of 1


247730.2Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►3.00m

––––

–►W

idth

(m)

◄––

–––

0.80

m Orientation: °

◄–––––––––––––––





Level

154.58

152.38

152.18


(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.


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


42129 14/09/2017 CL MHW DRAFT

Trial Pit ID:

TP17

Sheet 1 of 1


247929.6Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►3.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

154.82

152.92

152.42


(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.


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


42129 14/09/2017 CL MHW DRAFT

Trial Pit ID:

TP18

Sheet 1 of 1


247909.4Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►3.00m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––





Level

153.61

152.81

152.21


(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.


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


42129 15/09/2017 CL MHW DRAFT

Trial Pit ID:

TP19

Sheet 1 of 1


247859.7Northing:




03/11/2017Scale:

1:40



◄––––––––– Length (m) –––––––––►2.50m

––––

–►W

idth

(m)

◄––

–––

0.70

m Orientation: °

◄–––––––––––––––



0.90 0 0.90 Slow

URBAN VISION PARTNERSHIPS LIMITED

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Transcript of URBAN VISION PARTNERSHIPS LIMITED