C4877- Draft Factual Report Template - East · PDF fileFACTUAL REPORT SITE: ... (SPT) were carried out in general accordance with BS EN ISO 22476‐3:2005. ... BS EN ISO 14688: Part

FACTUAL REPORT

SITE: Branston Lock Development CLIENT: Staffordshire County Council / Nurton Development

(Quintus) LTD ORDER No: 48000040114/006 DATE: 07 January 2016 REPORT No: C4877

P/2016/00474

Received 24.03.2016

CC Ground Investigations Ltd Report C4877

CONTENTS

REPORT

1. INTRODUCTION 1

2. SITE DESCRIPTION AND GEOLOGY 3

2.1 Site Description 3

2.2 Geology 3

3. GROUND INVESTIGATION 4

3.1 Fieldwork 4

3.2 In Situ Testing 6

3.3 Logging 6

3.4 Laboratory Testing 7

4. REFERENCES 9

APPENDICES

Appendix A – Site Plan

Appendix B – Exploratory Hole Data

Appendix C – Laboratory Test Results

Appendix D – SPT Calibration Data


Page 1

1. INTRODUCTION

This investigation was carried out by CC Ground Investigations Ltd (CCGI) on the

instruction and on behalf of Staffordshire County Council / Nurton Development

(Quintus) LTD (The Client) under the technical direction of Amey OWR Limited.

The purpose of the ground investigation was to provide information to assist in the

design of Branston Locks Development Phase 1; a new access route from the A38

roundabout, canal bridge and roads in to the Branston Locks Development.

The scope of the ground investigation was defined in the Engineer’s specification,

reference: Ground Investigation Specification Staffordshire County council‐

Branston Locks Development (CON‐GE‐BHAM‐COSTCDX8620‐GI‐001‐Revision 0).

This report describes the work carried out by CC Ground Investigations Ltd and

presents the findings.

All information, comments and opinions given in this report are based on the

ground conditions encountered during the site work, and on the results of

laboratory and field tests performed during the investigation. There may however

be conditions at or adjacent to the site which have not been taken into account,

such as unpredictable soil strata and water conditions between or below

exploratory holes. A careful watch should be maintained during any future

groundworks and the comments of this report reviewed as necessary.

This report has been prepared for Staffordshire County Council / Nurton

Development (Quintus) LTD and Amey OWR Limited. This report shall not be


Page 2

relied upon or transferred to other parties without the written consent of CC

Ground Investigations Ltd. Should any information contained within this report

be used by any unauthorised third party it is done so at their own risk and shall

not be the responsibility of CC Ground Investigations Ltd.


Page 3

2. SITE DESCRIPTION AND GEOLOGY

2.1 Site Description

The area of investigation comprises a small residential area and local nature

reserve, North of Branston Road with the land currently used for agricultural

purposes, which consists of predominantly open fields at, nearest postcode DE14

3EZ. The site is centred on the approximate National Grid Reference SK 21705

21302.

2.2 Geology

Geological Records (British Geological Survey (BGS), England and Wales sheet 140

Burton upon Trent 1:50,000 scale) indicate the site is underlain by superficial

deposits of Holme Pierrepont Sand and Gravel Member, part of the Trent Valley

Formation. Underlying solid geology comprising mudstones of the Mercia

Mudstone Group is recorded.


Page 4

3. GROUND INVESTIGATION

3.1 Fieldwork

Ten exploratory holes were carried out between 12th and 17th of November 2015.

All exploratory hole locations are shown on the site plan (Appendix A). The

exploratory hole locations were set out by CCGI as directed by the Client on site.

The fieldwork was carried out in general accordance with BS5930, Amendment 2

(2010).

The boreholes, referenced P1‐BH01, P1‐BH01A and P1‐BH02 (Exploratory Hole Data

– Appendix B) were formed using a track mounted Comacchio MC300 multi

purpose rig. Following CAT scanning hand tools were used to excavate an

inspection pit to a maximum depth of 1.20m to check for buried services. Bulk and

environmental soil samples were taken and retained from the inspection pits. The

boreholes were then advanced using percussive sampling techniques to produce

continuous disturbed samples ranging between 112mm and 98mm diameter.

On refusal of percussive sampling the boreholes were continued by rotary core

drilling techniques utilising a water/polymer flush. A double‐tube swivel core barrel

with a semi‐rigid plastic liner was utilised to recover continuous cores of 91mm

diameter.

Undisturbed samples of 100mm nominal diameter were taken in suitable cohesive

material using an open drive sampler U(T)100. The samples were wax sealed on site

to prevent moisture loss.


Page 5

The boreholes, referenced P1‐WS01 to P1‐WS06 (Exploratory Hole Data – Appendix

B) were formed using a track mounted Terrier drilling rig. Following CAT scanning

hand tools were used to excavate an inspection pit to a maximum depth of 1.20m

to check for buried services. Bulk and environmental soil samples were taken and

retained from the inspection pits. The boreholes were then advanced using

percussive sampling techniques to produce continuous disturbed samples ranging

between 83mm and 71mm diameter.

Soil samples were retained in semi‐rigid plastic liners, which were capped on site to

prevent moisture loss.

Boreholes were monitored for groundwater ingress as they were advanced. Upon

encountering water, sampling was temporarily stopped to allow the level to

stabilise. Water levels were also recorded at the start and finish of each shift, on

completion of the borehole and are presented on the relevant log.

On completion, a gas/water monitoring standpipes was installed in P1‐BH01. Each

installation consisted of a 50mm ID HDPE slotted tube set in a filter response zone

of limestone free gravel. The installation was sealed above and below with a

bentonite pellet seal and accessed via a valve assembly. The installation was

protected at the surface by a lockable stopcock cover set in concrete. Installation

details are given on the relevant borehole log.

The inspection pits, referenced P1‐BH01A and P1‐HP01 (Exploratory Hole Data –

Appendix B) were undertaken to provide further information in close proximity to

the existing embankment and canal towpath. Representative bulk disturbed and

environmental soil samples were taken at a range of depths.


Page 6

On completion, all remaining positions were backfilled with bentonite pellets and

arisings with the surface reinstated.

Subsequent to fieldwork, all exploratory hole positions were surveyed and National

Grid co‐ordinates and levels are presented on the relevant log.

On completion of fieldwork all samples were brought to CCGI’s office for storage.

3.2 In Situ Testing

Standard penetration tests (SPT) were carried out in general accordance with BS EN

ISO 22476‐3:2005. A split barrel or a solid cone was used depending upon the

materials encountered and the split barrel samples retained as small disturbed

samples. The SPT N value was taken as the number of blows to penetrate the

300mm test drive following a 150mm seating drive. Where low penetration was

recorded the seating drive was terminated at 25 blows and the test drive

completed after a further 50 blows. SPT results are summarised as uncorrected N

values on the borehole logs and . SPT hammer calibration data is presented in

Appendix D.

3.3 Logging

Soil and rock samples from the exploratory holes were logged by an Engineering

Geologist in general accordance with BS5930, Amendment 2 (2010). Bulk, small

disturbed, core and environmental soil samples were taken retained at a range of

depths. Environmental soil samples were stored on site in temperature controlled

conditions. Soil and rock descriptions are presented in the borehole logs together


Page 7

with details of sampling, in situ testing and relevant comments on drilling

techniques.

Prior to logging photographs of the samples were taken and are presented

following the relevant log.

3.4 Laboratory Testing

The following laboratory tests were carried out by Professional Soils Laboratory

(UKAS No. 4043) in accordance with BS1377:1990, Parts 1 to 8, unless otherwise

stated. The results are presented in Appendix C.

Test Type No. of Tests Remarks

Natural Moisture Content 24 The results are shown on the summary of soil classification tests.

Liquid and Plastic Limits 11 The results are shown on the plasticity chart and summary of soil classification tests.

Particle Size Distribution (wet sieving method)

19 The fine fractions of 12 of these tests were further analysed using the pipette method.

One Dimensional Consolidation 1

Multi‐stage Quick Undrained Triaxial Test

1 Carried out on a full diameter UT100 sample.

Point Load Strength 3 ISRM RTH 325‐89 SR12

BRE SD1 chemical testing suite for soil and water

6 Testing carried out by Chemical Testing Laboratories in accordance with BRE Special Digest 1.


Page 8

A range of chemical tests were carried out on soil and water samples by i2

Analytical (UKAS No. 4041). Testing was carried out in accordance with ISO 17025.

The results are tabulated and presented in Appendix C.

CC GROUND INVESTIGATIONS LIMITED

Mike Atherton BSc (Hons) FGS Rob Clarke. BSc (Hons) MSc (Eng) FGS Senior Engineering Geologist Director


Page 9

4. REFERENCES

British Geological Society, Solid and Drift Sheet 140, Burton Upon Trent, 1:50,000 scale

BRE Special Digest 1:2003: Concrete in aggressive ground. Part 1.

BS 5930+A2:1999 (2010), Code of Practice for Site Investigations

BS 1377: Parts 1 to 9 (1990), Methods of Tests of Soils for Civil Engineering Purposes

BS EN ISO 14688: Part 1: (2002), Identification and description of soil.

BS EN ISO 14688: Part 2: (2004), Principles for a classification of soil.

BS EN ISO 14689: Part 1: (2003), Identification and description.

BS EN ISO 22475: Part 1: (2006), Technical principles for execution.

BS EN ISO 22476: Part 3: (2005), Standard penetration test.

ISRM RTH 325‐89 SR12, Suggested Method for Determining Point Load Strength.


APPENDIX A

Appendix A – Site Plan

Site Layout Plan

Contract No: C4877

Staffordshire County Council

Appendix A

Branston Lock Development

Drawn by: Scale:

MA NTS

Notes:

Reproduced from base plan provided by Engineer


APPENDIX B

Appendix B – Exploratory Hole Data

CC Ground Investigations Ltd

KEY TO EXPLORATORY HOLE LOGS

Logging

The logging of soils and rocks has been carried out in general accordance with BS 5930:1999 (Amendment No.2, 2010).

Sample no/type

C Core run / sample X Dynamic sample D Small disturbed sample B Large disturbed sample U Undisturbed sample UT Thin walled undisturbed sample W Water sample ES Environmental SPT Standard Penetration Test carried out CPT Solid Cone Penetration Test carried out

Water levels

Initial Water Strike Level after monitoring 3.00m Standing Level

Insitu Tests

S 30 Split spoon sampler (SPT) followed by N Value (EN ISO 22476-3:2005) C 30 Solid cone (CPT) followed by N Value (EN ISO 22476-3:2005) *240 Where full test drive not completed, linearly extrapolated N value reported. ** No effective penetration H 30 Hand Vane – direct reading in kPa. Re* denotes refusal (i.e. >140 kPa)

Sample range

Undisturbed sample Core run

Installation Details

Porous Tip Screened Standpipe Bentonite seal

Plain standpipe Granular response zone Concrete

Grout Arisings backfill

C U(T)100

Undisturbed

sample

Rotary core sub-

sample

47.24

47.04

46.69

46.04

45.09

42.84

41.34

0.30

0.50

0.85

1.50

2.45

4.70

6.20

(0.65)

(0.95)

(2.25)

(1.50)

(3.00)

MADE GROUND: Grass over brown slightly sandy clayeyGRAVEL with frequent roots and rootlets (<2mm). Gravelis sub-angular to rounded fine to coarse of siliceousmaterial, siltstone and 1 no. metal fragment (<50mm).Soft brown and orangish brown slightly gravelly sandyCLAY with rare roots and rootlets (<1mm). Gravel issub-rounded to rounded fine to coarse of siliceousmaterial and siltstone.Soft brown and dark grey locally black clayey verygravelly SAND with a slight organic odour. Gravel issub-angular to sub-rounded fine to coarse of siliceousmaterial and siltstone.Light grey and grey slightly clayey gravelly SAND. Gravelis sub-rounded to rounded fine to coarse of siliceousmaterial and siltstone.1.20-1.50m: Locally very gravelly.1.20-1.50m: Medium dense.Light grey and grey slightly clayey slightly gravelly SAND.Gravel is sub-rounded to rounded fine to medium ofsiliceous material.2.20-2.65m: Medium dense to dense.Grey and light grey locally mottled brown and off whitevery clayey very sandy GRAVEL with low cobble content.Gravel is sub-angular to rounded fine to coarse ofsiliceous material, siltstone and sandstone. Cobbles arerounded of siliceous material.3.20-3.64m: Very dense.3.70-3.90m: Brown locally bluish grey clayey sandygravel.4.00-4.20m: Very sandy.4.20-4.65m: Medium dense.

4.50-4.70m: Slightly sandy.

Firm indistinctly thinly laminated brown and reddishbrown slightly sandy silty CLAY with rare light bluish greymottle (<10mm).

5.50-6.20m: Locally friable.

Very stiff indistinctly thinly laminated brown and reddishbrown slightly sandy silty CLAY with rare bluish greymottling (<10mm).6.20-6.80m: Locally gravelly. Gravel is sub-angular fineto coarse of extremely weak mudstone lithorelicts.

Seepage

BESB

ESB

ES

BES

SPT

B

SPT

B

SPT

D

D

D

CPT

B

UT100

D

B

SPT

B

0.10

0.30

0.50

1.00

1.20 - 1.65

1.50 - 2.20

2.20 - 2.65

2.45 - 3.20

3.20 - 3.64

3.50 - 3.70

3.70 - 3.90

4.00 - 4.20

4.20 - 4.65

4.70 - 5.20

5.20 - 5.65

5.65 - 5.75

6.20 - 6.70

6.70 - 7.15

7.00 - 7.90

S 26

S 30

S*52

C 18

S 34

0.90 Nil 0.90 3.203.207.907.90

3.203.205.305.30

0.002.301.902.30

12/11/15 12/11/201513/11/201513/11/201516/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Comacchio MC300 multi purpose track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous dynamic sampled (128mm and 113mm diam) 1.20-7.90m. Waterflush rotary coring using T6-116 corebarrel 7.90-16.20m.CASING: SW diam to 1.50m, PW diam to 5.30m.GROUNDWATER: Seepage at 0.90m. No rise recorded.INSTALLATION: 50mm ID HDPE slotted pipe with washed gravel response zone: 1.00-16.00m, plain pipe with bentonite pellet seal: 0.20-1.00m, flush 150mm steelcover set in concrete 0.00-0.20m. Gas valve fitted.

(m)

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

LegendLevel(mAD)

Depth(m)

ROTARY BOREHOLE LOG

InstallTCRSCRRQD

CoreRun &

SampleDescriptionWater

Levels No/Type Depth (m) Result

Telephone: 01452 739165 , Fax: 01452 739220 , Email: [email protected]

CC GROUND INVESTIGATIONS LTDC

C R

OT

AR

Y L

OG

C48

77.G

PJ

GIN

T S

TD

AG

S 3

_1.G

DT

7/

1/16

Hole TypeDS+RC

17/11/2015

Date Strike Depth(m)

Casing Depth(m)

Depth AfterObservation (m)

Hole Progress:Date Hole Depth

(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

12/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 3

Logged ByDP

Project No:

Dates:

Co-ords:

Level:

E 421714 N 321402Branston Lock Development

Burton on Trent

Staffordshire County Council / Nurton Development(Quintus) LTD

P1-BH01

Scale1 : 50.0047.54mAOD

Core Run, Samples & Testing

Seepage

38.34

37.19

35.49

33.14

32.39

31.94

31.34

9.20

10.35

12.05

14.40

15.15

15.60

16.20

28%0%0%

78%0%0%

89%2%0%

100%5%0%

100%0%0%

95%41%0%

98%52%14%

(1.15)

(1.70)

(2.35)

(0.75)

(0.45)

(0.60)

7.90-8.40m: Limited recovery.7.90-8.29m: Very stiff to hard.Very stiff indistinctly thinly laminated brown and reddishbrown slightly sandy silty CLAY with rare bluish greymottling (<10mm). (continued from previous sheet)8.70-9.06m: Hard.

Very stiff thinly laminated reddish brown slightly sandyslightly gravelly silty CLAY with occasional thicklaminations of extremely weak mudstone (<15mm) andrare light bluish grey mottling (<5mm). Gravel is angularto sub-angular fine to coarse lof extremely weakmudstone lithorelicts.

10.20-10.56m: Hard.Very stiff thinly laminated reddish brown slightly sandygravelly CLAY with occasional thick laminations ofextremely weak mudstone (<20mm). Gravel is angular tosub-angular fine to coarse of extremely weak mudstonelithorelicts.10.80m: Very thin bed of weak mudstone (<30mm). Nonintact.10.90-11.00m: Thin bed of weak mudstone withextremely closely to very closely spaced discontinuities.11.20-11.25m: Very thin bed of weak mudstone withextremely closely spaced discontinuities.11.80-12.00m: Occasional veins of light grey horizontalgypsum (<5mm).Extremely weak thinly laminated reddish brownMUDSTONE with rare light bluish grey mottling (<2mm)and locally tending to a stiff clay with occasionalextremely weak sub-angular fine to coarse gravel sizedmudstone lithorelicts. Discontinuities are randomlyorientated extremely closely to very closely spacedundulating rough and smooth.12.05-12.20m: Weak. Very closely space discontinuities.12.25-12.70m: Occasional horizontal light grey gypsumveins (<5mm).13.00m: Horizontal light grey gypsum vein (<40mm).13.05m: Horizontal light grey gypsum vein (<2mm).13.20-13.40m: Weak. Non-intact.13.40-14.00m: Tending to firm gravelly clay. Gravel issub-angular fine to coarse of extremely weak mudstonelithorelicts.13.75-14.00m: Vertical light grey gypsum vein (<2mmthick).14.00-14.40m: Non-intact. Possibly drilling induced.Extremely weak thinly laminated reddish brownMUDSTONE. Discontinuities are horizontal andsub-horizontal very closely to closely spaced undulatingrough and smooth.14.40-14.45m: Vertical discontinuity.14.50-14.52m: Non-intact.14.65-14.70m: Horizontal off-white gypsum vein.14.70-14.85m: Locally bluish grey.14.90-15.15m: Vertical off-white gypsum vein (<20mmthick).15.00-15.15m: Weak with closely spaced discontinuities.Extremely weak thinly laminated reddish brown locallybluish grey and light grey MUDSTONE with occasionalsub-horizontal and sub-vertical gypsum veins (<5mm)and tending to a stiff clay with occasional extremely weaksub-angular fine to coarse gravel sized mudstonelithorelicts. Discontinuities are randomly orientatedextremely closely spaced planar smooth and rough.Weak indistinctly thinly laminated reddish brown locallybluish grey and light grey MUDSTONE with occasional

CSPT

CSPT

B

CCPT

B

CCPT

CB

CCPT

B

C

CC

CPTC

CCPT

7.90 - 8.707.90 - 8.29

8.70 - 10.208.70 - 9.06

9.50 - 10.20

10.20 - 11.7010.20 - 10.56

11.00 - 11.70

11.70 - 13.2011.70 - 12.12

12.03 - 12.1012.20 - 12.90

13.20 - 14.0013.20 - 13.3513.50 - 14.00

14.00 - 14.70

14.65 - 14.7014.70 - 16.2014.70 - 14.8915.08 - 15.20

16.10 - 16.2016.20 - 16.34

S*63

S*71

C*71

C*54

C*750

C*150

C*158

14.0014.0016.20

5.305.305.30

2.702.402.47

16/11/201517/11/201517/11/2015

(m)

9

10

11

12

13

14

15

16

17

9

10

11

12

13

14

15

16

17

LegendLevel(mAD)

Depth(m)

ROTARY BOREHOLE LOG

InstallTCRSCRRQD

CoreRun &





C R

OT

AR

Y L

OG

C48

77.G

PJ

GIN

T S

TD

AG

S 3

_1.G

DT

7/

1/16

Hole TypeDS+RC

17/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

12/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 2 of 3

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-BH01

Scale1 : 50.0047.54mAOD


Seepage

horizontal gypsum veins (<2mm). Discontinuities arehorizontal and sub-horizontal very closely to closelyspaced undulating smooth and rough.15.60-15.65m: Sub-vertical discontinuity.15.85m: Sub-vertical discontinuity (<30mm).15.87m: Horizontal light grey gypsum vein (<5mm).15.87-15.90m: Non-intact.Borehole completed at 16.20m

(m)

18

19

20

21

22

23

24

25

26

27

18

19

20

21

22

23

24

25

26

27

LegendLevel(mAD)

Depth(m)

ROTARY BOREHOLE LOG

InstallTCRSCRRQD

CoreRun &





C R

OT

AR

Y L

OG

C48

77.G

PJ

GIN

T S

TD

AG

S 3

_1.G

DT

7/

1/16

Hole TypeDS+RC

17/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

12/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 3 of 3

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-BH01

Scale1 : 50.0047.54mAOD


Seepage

Borehole ID:

Core Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Box No:

Depth:

1

1.20m – 3.20m

Branson Locks


P1 BH01

Borehole ID:

Core Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Box No:

Depth:

2

3.20m – 5.20m

Branson Locks

P1 BH01


Borehole ID:

Core Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Box No:

Depth:

3

5.20m – 8.20m

Branson Locks

P1 BH01


Borehole ID:

Core Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Box No:

Depth:

4

7.90m – 11.70m

Branson Locks

P1 BH01


Borehole ID:

Core Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Box No:

Depth:

5

11.70‐14.70m

Branson Locks

P1 BH01


Borehole ID:

Core Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Box No:

Depth:

6

14.70m – 16.20m

Branson Locks

P1 BH01


48.01

47.71

47.41

0.15

0.45

0.75

(0.15)

(0.30)

(0.30)

Dry

BES

BES

BES

0.20

0.50

0.70

FILL: Grass over soft grey and brown slightly gravelly sandy CLAY with frequentroots and rootlets (<2mm). Gravel is sub-angular to rounded fine to coarse ofconcrete, sandstone and siliceous material.

FILL: Brown slightly clayey sandy GRAVEL. Gravel is sub-angular to rounded fineto coarse of siliceous material, siltstone, brick, concrete and porcelain.

FILL: Brown and dark brown silty very sandy GRAVEL. Gravel is sub-angular torounded fine to coarse of siliceous material, brick and siltstone.

0.70-0.75m: Locally brown and orangish brown. Locally sandy.

Inspection pit completed at 0.75m

(m)

1

2

1

2

LegendLevel(mAD)

Depth(m)

WaterLevels No/Type Depth (m) Result

INSPECTION PIT LOG

Description

CC

IN

S P

IT L

OG

C48

77.G

PJ

GIN

T S

TD

AG

S 3

_1.G

DT

7/

1/16

Project Name:

Location: Dimensions:

Client:

Sheet 1 of 1

Date12/11/2015

Scale1 : 12.5

Logged ByDP

0.30m

0.30

m

Co-ords:

Level:

E 421719 N 321397

C4877Project No:

REMARKS:

Burton on Trent


EQUIPMENT: Hand digging tools.

METHOD: Hand dug inspection pit: 0.00-0.75m.

GROUNDWATER: Not encountered.

BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-0.75m and the ground surface reinstated.

REMARKS: Terminated on engineer's instruction.


P1-BH01A

Pit No

Depth0.75m

48.16mAOD


CC GROUND INVESTIGATIONS LTD

Samples & In Situ Testing

47.41

46.91

46.66

45.91

45.56

44.56

0.35

0.85

1.10

1.85

2.20

3.20

(0.50)

(0.75)

(1.00)

MADE GROUND: Grass over soft dark brown slightlysandy gravelly CLAY with occasional roots and rootlets(<2mm) and low cobble content. Gravel is angular torounded fine to coarse of siliceous material, clinker, slagand wood fragments (<30mm). Cobbles are sub-angularof brick.MADE GROUND: Soft friable grey and greyish brownslightly gravelly sandy silty CLAY with rare roots androotlets (<2mm) and low cobble content. Gravel isangular to rounded fine to coarse of glass, brick,siliceous material, slag, slate and porcelain. Cobbles aresub-angular of siliceous material.0.70-0.85m: Locally gravelly.Brown and orangish brown clayey sandy GRAVEL.Gravel is sub-rounded to rounded fine to coarse ofsiliceous material, sandstone and mudstone.Dense brown and orangish brown locally orange slightlyclayey sandy locally very sandy GRAVEL. Gravel issub-rounded to rounded fine to coarse of siliceousmaterial and sandstone.1.55-1.85m: Brown and reddish brown.Brown and light reddish brown slightly clayey gravellySAND. Gravel is sub-angular to rounded fine to coarse ofsiliceous material, siltstone and sandstone.Dense brown slightly clayey very sandy GRAVEL. Gravelis sub-angular to rounded fine to coarse of siliceousmaterial and sandstone.2.20-2.75m: Recovered as slightly sandy gravel.Borehole completed at 3.20m

BESB

ESBB

ESB

SPT

B

B

BCPT

B

0.20

0.50

0.70

0.90

1.101.20 - 1.65

1.55 - 1.85

1.85 - 2.20

2.20 - 2.752.20 - 2.65

2.75 - 3.20

S 38

C 47

3.20 2.20 0.0018/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Comacchio MC300 multi purpose track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous dynamic sampled (128mm diam) 1.20-2.20m, (113mm diam) 2.20-3.20m.CASING: SW diam to 1.30m, PW diam to 2.20m.GROUNDWATER: None encountered prior to the use of a water flush.BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-3.20m and the ground surface reinstated.

(m)

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

LegendLevel(mAD)

Depth(m)

ROTARY BOREHOLE LOG

InstallTCRSCRRQD

CoreRun &





C R

OT

AR

Y L

OG

C48

77.G

PJ

GIN

T S

TD

AG

S 3

_1.G

DT

7/

1/16

Hole TypeDS+RC

19/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

17/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 1

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-BH02

Scale1 : 50.0047.76mAOD


Borehole ID:

Core Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Box No:

Depth:

1

1.20‐3.20m

Branson Locks

P1 BH02


46.96

46.66

44.41

0.45

0.75

3.00

(0.45)

(0.30)

(2.25)

BB

ES

BES

BES

SPT

D

BSPT

B

0.100.20

0.50

1.00

1.20 - 1.65

1.40 - 1.55

2.00 - 2.502.00 - 2.45

2.50 - 3.00

Grass over soft brown and greyish brown slightly sandy slightlygravelly CLAY with occasional roots and rootlets (<1mm).Gravel is sub-angular to sub-rounded fine to coarse of siliceousmaterial.0.00-0.20m: Locally orangish brown.Light grey and brownish grey locally orangish brown slightlyclayey very sandy GRAVEL. Gravel is sub-angular to roundedfine to coarse of siliceous material, siltstone and sandstone.

Medium dense grey and light greyish brown slightly clayeysandy GRAVEL. Gravel is sub-rounded to rounded fine tocoarse of siliceous material, siltstone and sandstone.

1.40-1.55m: Slightly sandy.

1.80-2.00m: Slightly clayey gravelly sand.

2.50-3.00m: Very sandy.

Borehole completed at 3.00m

S 17

S 27

2.00 2.00 2.00 3.00 3.00 2.0016/11/15 16/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Terrier 2002 track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous disturbed sampling using 101mm diam sample barrel: 1.20-3.00m.CASING: 113mm diam to 3.00m.GROUNDWATER: Standing at 2.00m following SPT 2.00-2.45m. No rise recorded.BACKFILL: Upon completion hole backfilled with arisings 2.30-3.00m and bentonite pellets 0.00-2.30m and the ground surface reinstated.REMARKS: Sand "blowing" inside casing to 2.30m following sample run 2.00-3.00m

(m)

1

2

3

4

5

1

2

3

4

5

LegendLevel(mAD)Sample Depth

(m)WaterLevels No/Type Depth (m)

WINDOW SAMPLE LOG

DescriptionInstallResult



C W

S L

OG

C

4877

.GP

J G

INT

ST

D A

GS

3_1

.GD

T

7/1/

16

Hole TypeWS

16/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

16/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 1

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-WS01

Scale1 : 31.2547.41mAOD


Hole ID:

Window Sample Photograph

Contract ID:

Contract Name:

Hole ID:

C4877

Client:

Depth: 1.20 – 3.00mBranston Lock


P1 WS01

47.07

45.57

45.17

44.77

0.70

2.20

2.60

3.00

(0.70)

(1.50)

(0.40)

(0.40)

BES

BES

BES

BES

BSPT

SPT

B

B

SPT

0.20

0.50

0.70

1.00

1.20 - 2.001.20 - 1.65

2.00 - 2.45

2.20 - 2.60

2.60 - 3.00

3.00 - 3.45

Grass over soft dark brown locally light grey slightly sandygravelly CLAY with rare roots and rootlets (<1mm). Gravel issub-rounded to rounded fine to coarse of siliceous material andsiltstone.

Medium dense brown and orangish brown locally light grey andorange slightly clayey sandy locally very sandy GRAVEL. Gravelis sub-angular to rounded fine to coarse of siliceous material,siltstone and sandstone.1.00-1.20m: Locally clayey.

1.20m: 1 no. rounded cobble of siliceous material.

1.90m: 1 no. rounded cobble of siliceous material.

Medium dense light brown and light greyish brown slightlyclayey gravelly SAND. Gravel is sub-rounded to rounded fine tocoarse of siliceous material and sandstone.

Light brown and light greyish brown locally orange slightly clayeysandy GRAVEL with low cobble content. Gravel is sub-roundedto rounded fine to coarse of siliceous material and siltstone.Cobbles are rounded of siliceous material and sandstone.


S 27

S 47

S 19

2.50 2.00 2.50 3.00 2.00 2.5016/11/15 16/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Terrier 2002 track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous disturbed sampling using 101mm diam sample barrel: 1.20-3.00m.CASING: 113mm diam to 2.00m.GROUNDWATER: Standing at 2.50m following sample run 2.00-3.00m. No rise recorded.BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-3.00m and the ground surface reinstated.

(m)

1

2

3

4

5

1

2

3

4

5



WINDOW SAMPLE LOG




C W

S L

OG

C

4877

.GP

J G

INT

ST

D A

GS

3_1

.GD

T

7/1/

16

Hole TypeWS

16/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

16/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 1

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-WS02

Scale1 : 31.2547.77mAOD


Hole ID:


Contract ID:

Contract Name:

Hole ID:

C4877

Client:


P1 WS02


47.19

46.29

45.94

44.54

0.35

1.25

1.60

3.00

(0.35)

(0.90)

(0.35)

(1.40)

BESB

BES

BES

SPTB

B

SPT

B

B

SPT

0.20

0.35

0.50

1.00

1.20 - 1.651.25 - 1.60

1.60 - 2.00

2.00 - 2.45

2.30 - 2.70

2.70 - 3.00

3.00 - 3.45

Soft dark brown and brown clayey very gravelly SAND with rareroots and rootlets (<1mm). Gravel is sub-angular to rounded fineto coarse of siliceous material and siltstone.

Brown and orangish brown locally light grey and orange slightlyclayey sandy GRAVEL. Gravel is sub-rounded to rounded fine tocoarse of siliceous material, siltstone and sandstone.0.35-0.50m: Locally clayey.

1.00-1.20m: Locally very sandy.

Medium dense light brown locally dark brown slightly clayeySAND with occasional black partially decomposed organicmatter (<2mm).

Light brown locally light grey and reddish brown slightly clayeysandy GRAVEL. Gravel is sub-angular to rounded fine to coarseof siliceous material, sandstone and siltstone.

1.90-2.00m: 1 no. cobble of sub-rounded siliceous material.2.00-2.45m: Medium dense.2.10-2.25m: Locally very sandy.

2.30-3.00m: Occasional black partially decomposed organicmatter (<1mm).

2.70-3.00m: Locally very sandy.

3.00m: 1 no. rounded cobble of siliceous material.Borehole completed at 3.00m

S 25

S 20

S 21

2.20 2.00 2.20 3.00 2.00 2.2016/11/15 16/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Terrier 2002 track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous disturbed sampling using 101mm diam sample barrel: 1.20-3.00m.CASING: 113mm diam to 2.00m.GROUNDWATER: Standing at 2.20m following SPT 2.00-2.40m. No rise recorded.BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-3.00m and the ground surface reinstated.

(m)

1

2

3

4

5

1

2

3

4

5



WINDOW SAMPLE LOG




C W

S L

OG

C

4877

.GP

J G

INT

ST

D A

GS

3_1

.GD

T

7/1/

16

Hole TypeWS

16/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

16/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 1

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-WS03

Scale1 : 31.2547.54mAOD


Hole ID:


Contract ID:

Contract Name:

Hole ID:

C4877

Client:


P1 WS03


47.68

47.38

46.33

46.08

0.40

0.70

1.75

2.00

(0.40)

(0.30)

(1.05)

(0.25)

Dry

BES

BES

BES

SPT

B

B

CPT

0.20

0.50

1.00

1.20 - 1.65

1.35 - 1.65

1.75 - 2.00

2.00 - 2.29

MADE GROUND: Grass over soft brown slightly sandy slightlygravelly CLAY with occasional roots and rootlets (<1mm).Gravel is sub-angular to rounded fine to coarse of siliceousmaterial and wood fragments (<40mm).0.05m: Red twine across pit (<5mm).Orangish brown and brown clayey very sandy GRAVEL with rareroots and rootlets (<1mm). Gravel is sub-rounded to roundedfine to coarse of siliceous material, siltstone and sandstone.Orangish brown and orange slightly clayey sandy locally verysandy GRAVEL. Gravel is sub-rounded to rounded fine tocoarse of siliceous material, mudstone and sandstone.

1.20-1.65m: Dense.

1.35-1.65m: Light grey locally off white and purplish brown.Sandy.

Orangish brown and light brown slightly clayey very sandyGRAVEL. Gravel is sub-rounded to rounded fine to coarse ofsiliceous material and sandstone.Borehole completed at 2.00m

S 43

C*79

2.00 Nil Dry16/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Terrier 2002 track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous disturbed sampling using 101mm diam sample barrel: 1.20-2.00m.CASING: None used.GROUNDWATER: Not encountered.BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-2.00m and the ground surface reinstated.REMARKS: Borehole collapsed to 1.20m following sample run 1.20-2.00m.

(m)

1

2

3

4

5

1

2

3

4

5



WINDOW SAMPLE LOG




C W

S L

OG

C

4877

.GP

J G

INT

ST

D A

GS

3_1

.GD

T

7/1/

16

Hole TypeWS

17/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

17/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 1

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-WS04

Scale1 : 31.2548.08mAOD


Dry

Hole ID:


Contract ID:

Contract Name:

Hole ID:

C4877

Client:


P1 WS04


47.42

47.17

45.87

0.45

0.70

2.00

(0.45)

(0.25)

(1.30)

BES

BES

BES

SPTD

B

SPT

0.20

0.50

1.00

1.20 - 1.651.30 - 1.50

1.50 - 2.00

2.00 - 2.38

Grass over soft brown and dark brown slightly sandy gravellyCLAY with frequent roots and rootlets (<2mm). Gravel issub-angular to rounded fine to coarse of siliceous material andsiltstone.

Brown and orangish brown locally orange and light grey slightlyclayey sandy GRAVEL. Gravel is sub-angular to rounded fine tocoarse of siliceous material, sandstone and siltstone.Orangish brown and orange slightly clayey sandy GRAVEL withlow cobble content. Gravel is sub-angular to rounded fine tocoarse of siliceous material, sandstone and siltstone. Cobblesare sub-rounded of siliceous material.0.90-1.20m: Locally very sandy.

1.20-1.65m: Dense.1.30-1.50m: Locally very sandy.

1.50m: 1 no. granite fragment (<20mm).


S 36

S*61

2.35 2.00 2.35 2.00 Nil 2.3516/11/15 16/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Terrier 2002 track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous disturbed sampling using 101mm diam sample barrels: 1.20-2.00m.CASING: None used.GROUNDWATER: Standing at 2.35m following SPT 2.00-2.38m. No rise recorded.BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-2.00m and the ground surface reinstated.

(m)

1

2

3

4

5

1

2

3

4

5



WINDOW SAMPLE LOG




C W

S L

OG

C

4877

.GP

J G

INT

ST

D A

GS

3_1

.GD

T

7/1/

16

Hole TypeWS

16/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

16/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 1

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-WS05

Scale1 : 31.2547.87mAOD


Hole ID:


Contract ID:

Contract Name:

Hole ID:

C4877

Client:


P1 WS05


52.43

48.68

47.88

0.15

3.90

4.70

(3.75)

(0.80)

Dry

BESB

ES

BES

BES

SPTB

SPT

B

ESSPT

B

BSPT

SPT

0.100.20

0.50

1.00

1.20 - 1.651.30 - 2.00

2.00 - 2.45

2.25 - 3.00

3.003.00 - 3.45

3.40 - 3.90

4.00 - 4.704.00 - 4.45

4.70 - 4.77

FILL: Black and dark brown slightly clayey slightly sandyGRAVEL. Gravel is angular to sub-angular fine to coarse ofclinker.FILL: Firm locally friable reddish brown and brown slightly sandyslightly gravelly, locally gravelly CLAY. Gravel is angular tosub-rounded fine to coarse of siliceous material, concrete,mudstone, limestone, wood, sandstone and brick.

2.30-2.40m: Dark brown.

3.60m: 1 no. black sub-angular slag piece (<40mm).

FILL: Soft reddish brown sandy slightly gravelly CLAY. Gravel issub-angular to rounded fine to coarse of siliceous material andmudstone. (POSSIBLE NATURAL).


S 12

S 8

S 6

S 3

S*500

4.70 Nil Dry17/11/2015

REMARKS:EQUIPMENT: Hand digging tools. Terrier 2002 track mounted rig.METHOD: Hand dug inspection pit: 0.00-1.20m. Continuous disturbed sampling using 101mm and 86mm diam sample barrels: 1.20-4.70m.CASING: None used.GROUNDWATER: Not encountered.BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-4.70m and the ground surface reinstated.REMARKS: Window sample refused at 4.70m.

(m)

1

2

3

4

5

1

2

3

4

5



WINDOW SAMPLE LOG




C W

S L

OG

C

4877

.GP

J G

INT

ST

D A

GS

3_1

.GD

T

7/1/

16

Hole TypeWS

17/11/2015


Casing Depth(m)



(m)Casing Depth

(m)Water Depth

(m)

C4877

Groundwater:

End:

17/11/2015Start:

Project Name:

Location:

Client:

Borehole No.

Sheet 1 of 1

Logged ByDP

Project No:

Dates:

Co-ords:

Level:


Burton on Trent


P1-WS06

Scale1 : 31.2552.58mAOD


Dry

Hole ID:


Contract ID:

Contract Name:

Hole ID:

C4877

Client:


P1 WS06


47.68

47.03

0.40

1.05

(0.40)

(0.65)

Dry

BES

BES

BES

0.20

0.50

0.90

FILL: Soft brown slightly sandy gravelly CLAY with frequent roots and rootlets(<10mm). Gravel is sub-angular to rounded fine to coarse of siliceous materialand mudstone.

0.30m: 1 no. sub-angular gypsum cobble (<70mm).

FILL: Soft friable light brown slightly sandy slightly gravelly locally gravelly CLAYlocally tending to a very clayey sand with occasional roots and rootlets (<2mm).Gravel is angular to sub-rounded fine to coarse of siliceous material, porcelain,mudstone, gypsum and sandstone.

Inspection pit completed at 1.05m

(m)

1

2

1

2

LegendLevel(mAD)

Depth(m)

WaterLevels No/Type Depth (m) Result

INSPECTION PIT LOG

Description

CC

IN

S P

IT L

OG

C48

77.G

PJ

GIN

T S

TD

AG

S 3

_1.G

DT

7/

1/16

Project Name:

Location: Dimensions:

Client:

Sheet 1 of 1

Date17/11/2015

Scale1 : 12.5

Logged ByDP

0.30m

0.30

m

Co-ords:

Level:

E 421903 N 321329

C4877Project No:

REMARKS:

Burton on Trent


EQUIPMENT: Hand digging tools.

METHOD: Hand dug inspection pit: 0.00-1.05m.

GROUNDWATER: Not encountered.

BACKFILL: Upon completion hole backfilled with bentonite pellets 0.00-1.05m and the ground surface reinstated.

REMARKS: Terminated on engineer's instruction.


P1-HP01

Pit No

Depth1.05m

48.08mAOD


CC GROUND INVESTIGATIONS LTD


CC Ground Investigation Limited

STANDARD PENETRATION TEST

Telephone: 01452 739165, Fax: 01452 739220, Email: [email protected]

CLIENT Staffordshire County Council SITE Branston Lock Development Borehole

No. Borehole Depth (m)

Bottom Depth (m)

Casing Depth (m)

Water Level (m)

Seating Drive Test Drive Test Type N Blows Pen (mm) Blows Pen (mm)

BH01 1.20 1.65 Nil 0.90 4 6 75 75 6 7 7 6 75 75 75 75 S 26

BH01 2.20 2.65 2.20 GL 2 4 75 75 6 6 8 10 75 75 75 75 S 30

BH01 3.20 3.64 3.20 GL 2 9 75 75 13 15 12 10 75 75 75 65 S *52

BH01 4.20 4.65 4.20 1.87 2 2 75 75 3 4 4 7 75 75 75 75 C 18

BH01 6.70 7.15 5.20 2.71 6 6 75 75 9 9 8 8 75 75 75 75 S 34

BH01 7.90 8.29 5.30 0.78 5 5 75 75 13 13 15 9 75 75 75 15 S *63

BH01 8.70 9.06 5.30 2.40 6 13 75 75 14 20 16 ‐ 75 75 60 ‐ S *71

BH01 10.20 10.56 5.30 2.62 8 12 75 75 14 19 17 ‐ 75 75 60 ‐ C *71

BH01 11.70 12.02 5.30 2.51 8 7 75 75 10 14 11 15 75 75 75 45 C *54

BH01 13.20 13.35 5.30 2.35 7 18 75 55 50 ‐ ‐ ‐ 20 ‐ ‐ ‐ C *750

BH01 14.70 14.89 5.30 2.58 18 7 75 15 30 20 ‐ ‐ 75 25 ‐ ‐ C *150

BH01 16.20 16.34 5.30 2.47 25 ‐ 45 ‐ 36 14 ‐ ‐ 75 20 ‐ ‐ C *158

BH02

BH02

1.20

2.20

1.65

2.65

Nil

1.50

Dry

Dry

3

3

6

7

75

75

75

75

8

10

9

11

10

12

11

14

75

75

75

75

75

75

75

75

S

C

38

47

WS01 1.20 1.65 Nil Dry 4 4 75 75 5 4 4 4 75 75 75 75 S 17

WS01 2.00 2.45 2.00 Dry 4 6 75 75 8 8 6 5 75 75 75 75 S 27

WS02 1.20 1.65 Nil Dry 2 4 75 75 5 6 8 8 75 75 75 75 S 29

WS02 2.00 2.45 2.00 Dry 5 9 75 75 11 12 12 12 75 75 75 75 S 47

WS02 3.00 3.45 2.00 2.50 2 4 75 75 5 4 5 5 75 75 75 75 S 19

WS03 1.20 1.65 Nil Dry 3 3 75 75 5 5 7 8 75 75 75 75 S 25

WS03 2.00 2.45 2.00 2.20 5 5 75 75 5 5 5 5 75 75 75 75 S 20

WS03 3.00 3.45 2.00 2.20 2 3 75 75 3 5 5 8 75 75 75 75 S 21

WS04 1.20 1.65 Nil Dry 7 7 75 75 9 10 11 13 75 75 75 75 S 43

WS04 2.00 2.29 Nil Dry 20 5 75 20 16 22 12 ‐ 75 75 40 ‐ C *79

WS05 1.20 1.65 Nil Dry 4 6 75 75 8 9 9 10 75 75 75 75 S 46

WS05 2.00 2.38 Nil 2.35 12 13 75 60 13 17 16 4 75 75 75 20 S 61

WS06 1.20 1.65 Nil Dry 3 4 75 75 3 3 3 3 75 75 75 75 S 12 y

WS06 2.00 2.45 Nil Dry 2 1 75 75 2 2 2 2 75 75 75 75 S 8

WS06 3.00 3.45 Nil Dry 0 1 75 75 1 1 2 2 75 75 75 75 S 6

WS06 4.00 4.45 Nil Dry 0 0 75 75 0 0 2 1 75 75 75 75 S 3

WS06 4.70 4.77 Nil Dry 25 ‐ 40 ‐ 50 ‐ ‐ ‐ 30 ‐ ‐ ‐ S *500

Notes: 1. Test carried out in general accordance with BS. 1377: Part 9: 3.3. 2. N values have not been subjected to any correction. 3. Test carried out using split spoon S, solid cone C. 4. Where full test drive not completed, linearly extrapolated N value reported. 5. <1 Denotes hammer self weight penetration (sank under own weight).

6. ** Denotes no effective penetration. CONTRACT CHECKED

C4877 MA


APPENDIX C

Appendix C – Laboratory Test Results

5 – 7 Hexthorpe Road, Hexthorpe, Doncaster DN4 0AR tel: +44 (0)844 815 6641 fax: +44 (0)844 815 6642 e-mail: [email protected]

[email protected]

A copy of the Laboratory Schedule of accredited tests as issued by UKAS is attached to this report. This certificate is issued in accordance with the accreditation requirements of the United Kingdom Accreditation Service. The results reported herein relate only to the material supplied to the laboratory. This certificate shall not be reproduced in full,

without the prior written approval of the laboratory.

Checked and Approved Signatories:

R Gunson A Watkins M Beastall (Director) (Director) (Laboratory Manager)

D Lambe S Royle (Senior Technician) (Senior Technician)

Page 1 of

LABORATORY REPORT

4043

Contract Number: PSL15/5865

Report Date: 17 December 2015

Client’s Reference: C4877

Client Name: CC Ground Investigations Ltd Unit A2 Innsworth Technology Park. Innsworth Lane Gloucester GL3 1DL

For the attention of: Mike Atherton

Contract Title: Branston Lock

Date Received: 03/12/2015 Date Commenced: 03/12/2015 Date Completed: 17/12/2015

Notes: Opinions and Interpretations are outside the UKAS Accreditation * Denotes test not included in laboratory scope of accreditation$ Denotes test carried out by approved contractor

PSL001 Issue 2 Nov 15 Page of .

Hole Sample Sample Top BaseNumber Number Type Depth Depth

m mP1-BH01 B 0.50 Brown very gravelly clayey silty SAND.P1-BH01 B 1.50 2.20 Brown slightly gravelly slightly silty SAND.P1-BH01 D 3.70 3.90 Reddish brown very sandy very clayey GRAVEL.P1-BH01 B 4.70 5.20 Reddish brown slightly gravelly slightly sandy very silty CLAY.P1-BH01 UT 5.20 5.65 Very stiff reddish brown sandy CLAY.P1-BH01 D 5.65 5.75 Reddish brown slightly gravelly sandy CLAY.P1-BH01 SPT 6.70 7.15 Reddish brown very gravelly very sandy very silty CLAY.P1-BH01 B 7.00 7.90 Reddish brown gravelly very sandy very silty CLAY.P1-BH01 B 9.50 10.20 Reddish brown slightly gravelly sandy very silty CLAY.P1-BH01 B 13.50 14.00 Reddish brown gravelly very sandy very silty CLAY.

P1-BH01A B 0.50 Brown very sandy slightly clayey silty GRAVEL.P1-BH02 B 0.70 Brown very gravelly very sandy very silty CLAY.P1-BH02 B 1.55 1.85 Brown very sandy slightly silty GRAVEL.P1-BH02 B 2.75 3.20 Brown very sandy slightly silty GRAVEL.P1-HP01 B 0.50 Brown clayey very silty SAND & GRAVEL.P1-WS01 B 1.00 Brown very sandy GRAVEL.P1-WS01 D 1.40 1.55 Brown sandy slightly silty GRAVEL.P1-WS02 B 1.00 Brown very sandy slightly silty GRAVEL.P1-WS03 B 0.20 Brown very gravelly clayey very silty SAND.

Checked / Approved Date 17/12/15 Contract No:

PSL15/5865

Client Ref:

4043 C4877

SUMMARY OF LABORATORY SOIL DESCRIPTIONS

Description of Sample

Branston Lock


Hole Sample Sample Top Base

Number Number Type Depth Depth m m

P1-WS03 B 1.25 1.60 Brown slightly gravelly slightly clayey silty SAND.P1-WS04 B 0.50 Brown very sandy silty GRAVEL.P1-WS04 B 1.35 1.65 Brown very sandy GRAVEL.P1-WS06 B 0.50 Reddish brown gravelly very sandy very silty CLAY.P1-WS06 B 2.25 3.00 Reddish brown slightly gravelly very sandy CLAY.P1-WS06 B 4.00 4.70 Reddish brown slightly gravelly very sandy very silty CLAY.

Checked / Approved Date 17/12/15 Contract No:

PSL15/5865

Client Ref:

4043 C4877

Branston Lock

SUMMARY OF LABORATORY SOIL DESCRIPTIONS

Description of Sample


(BS1377 : PART 2 : 1990)

Moisture Linear Particle Liquid Plastic Plasticity PassingHole Sample Sample Top Base Content Shrinkage Density Limit Limit Index .425mm Remarks

Number Number Type Depth Depth % % Mg/m3 % % % %m m Clause 3.2 Clause 6.5 Clause 8.2 Clause 4.3/4 Clause 5.3 Clause 5.4

P1-BH01 B 0.50 14 37 24 13 47P1-BH01 B 1.50 2.20 18P1-BH01 D 3.70 3.90 8.0P1-BH01 B 4.70 5.20 22 29 19 10 93P1-BH01 UT 5.20 5.65 19P1-BH01 D 5.65 5.75 20P1-BH01 B 7.00 7.90 21 36 23 13 80P1-BH01 B 9.50 10.20 21 35 23 12 87P1-BH01 B 13.50 14.00 16 32 19 13 49

P1-BH01A B 0.50 13P1-BH02 B 0.70 15 41 25 16 57P1-BH02 B 1.55 1.85 8.2P1-BH02 B 2.75 3.20 6.0P1-HP01 B 0.50 9.8P1-WS01 B 1.00 4.5P1-WS01 D 1.40 1.55 6.1P1-WS02 B 1.00 6.7P1-WS03 B 0.20 19 38 24 14 57P1-WS03 B 1.25 1.60 11 NP

SYMBOLS : NP : Non Plastic * : Liquid Limit and Plastic Limit Wet Sieved.

Date 17/12/15

4043

Checked / Approved

Branston LockPSL15/5865

Intermediate plasticity CI.


Client Ref:


C4877

Contract No:


SUMMARY OF SOIL CLASSIFICATION TESTS

Low plasticity CL.


Low plasticity CL.


(BS5930 :2015)

Date 17/12/15

4043 C4877

Branston Lock

Checked /Approved Contract No:

PSL15/5865

Client Ref:

PLASTICITY CHART FOR CASAGRANDE CLASSIFICATION.

0

10

20

30

40

50

60

70

80

90

0 10 20 30 40 50 60 70 80 90 100 110 120 130

Pla

stic

ity

Inde

x (P

I%).

Liquid Limit (LL%).

CL CI CH CV CE

ML MI MH MV ME


(BS1377 : PART 2 : 1990)

Moisture Linear Particle Liquid Plastic Plasticity PassingHole Sample Sample Top Base Content Shrinkage Density Limit Limit Index .425mm Remarks

Number Number Type Depth Depth % % Mg/m3 % % % %m m Clause 3.2 Clause 6.5 Clause 8.2 Clause 4.3/4 Clause 5.3 Clause 5.4

P1-WS04 B 0.50 9.7P1-WS04 B 1.35 1.65 2.2P1-WS06 B 0.50 16 40 21 19 77P1-WS06 B 2.25 3.00 19 36 19 17 83P1-WS06 B 4.00 4.70 19 35 19 16 82

SYMBOLS : NP : Non Plastic * : Liquid Limit and Plastic Limit Wet Sieved.

Date 17/12/15

4043

SUMMARY OF SOIL CLASSIFICATION TESTS

Intermediate plasticity CI.Intermediate plasticity CI.


Client Ref:

C4877

Contract No:

PSL15/5865

Checked / Approved

Branston Lock


(BS5930 :2015)

Date 17/12/15

4043 C4877

Branston Lock

Checked /Approved Contract No:

PSL15/5865

Client Ref:

PLASTICITY CHART FOR CASAGRANDE CLASSIFICATION.

0

10

20

30

40

50

60

70

80

90

0 10 20 30 40 50 60 70 80 90 100 110 120 130

Pla

stic

ity

Inde

x (P

I%).

Liquid Limit (LL%).

CL CI CH CV CE

ML MI MH MV ME

PSL005 Nov 15 Page of

Hole Number: Top Depth (m):

Sample Number: Base Depth(m):

Sample Type:

BS Test Percentage Particle Percentage Soil Total

Sieve Passing Diameter Passing Fraction Percentage

125 100 2 275 100 0.02 18 Cobbles 063 100 2 2 Gravel 32

37.5 97 0.006 14 Sand 4720 90 2 2 Silt 1210 81 0.002 9 Clay 96.3 77

3.35 712 68

1.18 650.6 590.3 40

0.212 30 Remarks:0.15 25 See summary of soil descriptions.

0.063 21

Date 17/12/15

4043

0.50

Contract No:

P1-BH01

B

PSL15/5865Client Ref:

C4877

PARTICLE SIZE DISTRIBUTION TESTBS1377 : Part 2 : 1990

Wet Sieve & Pipette Analysis, Clause 9.2 & 9.4

Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:

BS Test Percentage 1 1 Soil Total

Sieve Passing 1 1 Fraction Percentage

125 100 1 175 100 1 1 Cobbles 063 100 1 1 Gravel 1

37.5 100 1 1 Sand 9620 100 1 1 Silt/Clay 310 100 1 16.3 100

3.35 992 99

1.18 990.6 960.3 26


0.063 3

Date 17/12/15

4043

1.50

2.20

Contract No:

P1-BH01

B


C4877


Wet Sieve, Clause 9.2

Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 1 175 100 1 1 Cobbles 063 100 1 1 Gravel 51

37.5 100 1 1 Sand 2520 76 1 1 Silt/Clay 2410 62 1 16.3 58

3.35 532 49

1.18 460.6 410.3 30


0.063 24

Date 17/12/15

4043

3.70

3.90

Contract No:

P1-BH01

D


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 66 Cobbles 063 100 2 2 Gravel 1

37.5 100 0.006 48 Sand 920 100 2 2 Silt 5510 100 0.002 35 Clay 356.3 100

3.35 1002 99

1.18 980.6 960.3 93


0.063 90

Date 17/12/15

4043

4.70

5.20

Contract No:

P1-BH01

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 32 Cobbles 063 100 2 2 Gravel 36

37.5 100 0.006 25 Sand 2720 94 2 2 Silt 2210 91 0.002 15 Clay 156.3 85

3.35 732 64

1.18 570.6 500.3 45


0.063 37

Date 17/12/15

4043

6.70

7.15

Contract No:

P1-BH01

SPT


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 61 Cobbles 063 100 2 2 Gravel 3

37.5 100 0.006 45 Sand 1520 100 2 2 Silt 4910 100 0.002 33 Clay 336.3 99

3.35 982 97

1.18 950.6 910.3 86


0.063 82

Date 17/12/15

4043

9.50

10.20

Contract No:

P1-BH01

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 32 Cobbles 063 100 2 2 Gravel 11

37.5 100 0.006 24 Sand 5220 95 2 2 Silt 2210 95 0.002 15 Clay 156.3 95

3.35 942 89

1.18 770.6 560.3 45


0.063 37

Date 17/12/15

4043

13.50

14.00

Contract No:

P1-BH01

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 9 Cobbles 063 100 2 2 Gravel 67

37.5 90 0.006 6 Sand 2220 74 2 2 Silt 710 49 0.002 4 Clay 46.3 41

3.35 362 33

1.18 290.6 250.3 19


0.063 11

Date 17/12/15

4043

0.50

Contract No:

P1-BH01A

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 33 Cobbles 063 100 2 2 Gravel 26

37.5 92 0.006 25 Sand 3620 89 2 2 Silt 2310 82 0.002 15 Clay 156.3 79

3.35 772 74

1.18 710.6 660.3 53


0.063 38

Date 17/12/15

4043

0.70

Contract No:

P1-BH02

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 1 175 100 1 1 Cobbles 063 100 1 1 Gravel 61

37.5 100 1 1 Sand 3820 85 1 1 Silt/Clay 110 55 1 16.3 48

3.35 422 39

1.18 380.6 340.3 15


0.063 1

Date 17/12/15

4043

1.55

1.85

Contract No:

P1-BH02

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 1 175 100 1 1 Cobbles 063 100 1 1 Gravel 75

37.5 88 1 1 Sand 2320 71 1 1 Silt/Clay 210 45 1 16.3 35

3.35 292 25

1.18 230.6 190.3 7


0.063 2

Date 17/12/15

4043

2.75

3.20

Contract No:

P1-BH02

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 26 Cobbles 063 100 2 2 Gravel 33

37.5 93 0.006 20 Sand 3620 86 2 2 Silt 1910 77 0.002 12 Clay 126.3 73

3.35 692 67

1.18 650.6 590.3 44


0.063 31

Date 17/12/15

4043

0.50

Contract No:

P1-HP01

B


C4877



Checked / Approved

Branston Lock

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 1 175 100 1 1 Cobbles 063 100 1 1 Gravel 81

37.5 100 1 1 Sand 1620 82 1 1 Silt/Clay 310 45 1 16.3 35

3.35 232 19

1.18 160.6 120.3 6


0.063 3

Date 17/12/15

4043

Contract No:

P1-WS01

D


C4877



Checked / Approved

Branston Lock

1.40

1.550.

002

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 1 175 100 1 1 Cobbles 063 100 1 1 Gravel 69

37.5 100 1 1 Sand 2620 80 1 1 Silt/Clay 510 56 1 16.3 46

3.35 362 31

1.18 270.6 160.3 8


0.063 5

Date 17/12/15

4043


C4877



Checked / Approved

Branston Lock

1.00

Contract No:

P1-WS02

B

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 28 Cobbles 063 100 2 2 Gravel 27

37.5 100 0.006 21 Sand 4120 96 2 2 Silt 1910 83 0.002 13 Clay 136.3 79

3.35 752 73

1.18 710.6 660.3 52


0.063 32

Date 17/12/15

4043


C4877



Checked / Approved

Branston Lock

0.20

Contract No:

P1-WS03

B

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 7 Cobbles 063 100 2 2 Gravel 4

37.5 100 0.006 4 Sand 8520 100 2 2 Silt 910 99 0.002 2 Clay 26.3 98

3.35 972 96

1.18 950.6 930.3 81


0.063 11

Date 17/12/15

4043

Contract No:

P1-WS03

B


C4877



Checked / Approved

Branston Lock

1.25

1.600.

002

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 1 175 100 1 1 Cobbles 063 100 1 1 Gravel 53

37.5 100 1 1 Sand 3320 84 1 1 Silt/Clay 1410 59 1 16.3 53

3.35 492 47

1.18 450.6 410.3 25


0.063 14

Date 17/12/15

4043

Contract No:

P1-WS04

B


C4877



Checked / Approved

Branston Lock

0.50

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 51 Cobbles 063 100 2 2 Gravel 10

37.5 100 0.006 39 Sand 3120 96 2 2 Silt 3310 94 0.002 26 Clay 266.3 92

3.35 912 90

1.18 870.6 840.3 74


0.063 59

Date 17/12/15

4043

Contract No:

P1-WS06

B


C4877



Checked / Approved

Branston Lock

0.50

0.00

2

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).




Sample Type:



125 100 2 275 100 0.02 53 Cobbles 063 100 2 2 Gravel 8

37.5 100 0.006 40 Sand 2820 99 2 2 Silt 3810 96 0.002 26 Clay 266.3 95

3.35 942 92

1.18 890.6 850.3 80


0.063 64

Date 17/12/15

4043

Contract No:

P1-WS06

B


C4877



Checked / Approved

Branston Lock

4.00

4.700.

002

0.00

6

0.02

0

0.06

3

0.15

0

0.21

2 0.

300

0.60

0

1.18

2.00

3.35

6.3

10.0

20.0

37.5

63

75

125

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0001 0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assi

ng.

Particle Size (mm).

PSL025 Issue 2 Nov 15 Page of

P1-BH01 Top Depth (m):

Base Depth (m) :

Initial Conditions

Moisture Content (%):

Bulk Density (Mg/m3):

Dry Density (Mg/m3):

Voids Ratio:

Degree of saturation:

Height (mm):

Diameter (mm)

Particle Density (Mg/m3):

Assumed

Remarks:

C4877

Checked / Approved

Branston Lock

Date 17/12/15

Client Ref:

Contract No:PSL15/5865

ONE DIMENSIONAL CONSOLIDATION TESTBS 1377: Part 5: 1990: Clause 3

Sample Type:

0

100

200

0.044

4043

400

Sample Number:

0.071

Hole Number:

19 kPa

Cv

5.65

400

200 2.746

13.603100

Top

Method used to

determine CV:

Nominal temperature3.093

2.400

See summary of soils description.

2.65

75.08

UT

5.20

Specimen location

m2/yr

T90

20

800 0.017

97.1 800

20.12 100

within tube:

0.115

0.516

10.615

0.513

during test ' C:

Pressure Range Mv

1.75

2.08

m2/MN

0.370

0.380

0.390

0.400

0.410

0.420

0.430

0.44010 100 1000

Voi

ds R

atio

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

10 100 1000

Cv

- m

2/yr

Pressure -kPa

PSLR030 Issue 2 Nov 15 Page of .


Sample Number: Base Depth (m):

Sample Type

102 158 Test:

Moisture Bulk Dry Cell Corr. Max. Shear Failure Mode Sample taken from top of tube

Specimen Content Density Density Pressure Deviator Strength Strain of Rate of strain = 2 %/min

(%) (Mg/m3) (Mg/m3) (kPa) Stress Cu (%) Failure Latex Membrane used 0.2 mm thick

(kPa) (kPa) Membrane Correction applied (kPa)

θ3 (θ1−θ3)f1/2(θ1−θ3)f 0.36 0.36 0.35

1 19 2.08 1.74 200 395 198 6.8 See summary of soil descriptions

400 539 269 8.7

600 617 308 11.0 Brittle

Date 17/12/15

4043

Diameter (mm):

Client Ref:

5.20

5.65

UNDRAINED SHEAR STRENGTH IN TRIAXIAL COMPRESSIONWITHOUT MEASUREMENT OF PORE PRESSURE

BS1377 : Part7 : 1990: Clause 9

Remarks

Checked / ApprovedPSL15/5865

Contract No:

Branston LockC4877

UT

UU Multistage

P1-BH01

Height (mm):

0

100

200

300

400

500

600

700

0 2 4 6 8 10 12 14

Dev

iato

r St

ress

kPa

Axial Strain %

PSL029 Issue 2 Nov 15 Page of

Orientation Area De2 De Is Corr Fac Is50

Par / Perp W D (mm2) (mm) (Mpa) (kN) (MPa) F (MPa)

P1-BH01 12.03-12.10 I N/A 45 21 441 1203.21 34.69 0.410 0.55 0.455 0.848 0.39 Valid P1-BH01 14.64-14.70 I N/A 49 31 961 1934.05 43.98 0.340 0.45 0.235 0.944 0.22 Valid P1-BH01 16.10-16.20 I N/A 64 32 1024 2607.59 51.06 0.590 0.79 0.302 1.010 0.30 Valid

*Note All testing carried out on samples at as received water content Par = parallel, Perp = perpendicular, N/A = Not Applicable

4043

Date

Failure Type Remarks

SUMMARY OF POINT LOAD TEST RESULTS ISRM Suggested Methods : 2007

Branston Lock

Contract No:

PSL15/5865

Client Ref:

17/12/15

Borehole Number Depth (m) Test

Type

Dimensions (mm) Failure Load (P)Sample

Ref

Checked / Approved

C4877

Client

Our Reference

Client Reference

Order No

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown

Certificate of AnalysisCertificate Number 15-53754

23-Dec-15

Professional Soils Laboratory Ltd

5/7 Hexthorpe Road

Hexthorpe

DN4 0AR

15-53754

PSL15/5865

Identified by prefix DETSn (details on request).

Opinions and interpretations are outside the scope of UKAS accreditation. This

certificate is issued in accordance with the accreditation requirements of the United

Kingdom Accreditation Service. The results reported herein relate only to the material

supplied to the laboratory. Observations and interpretations are outside the scope of

ISO 17025. This certificate shall not be reproduced except in full, without the prior

written approval of the laboratory.

Business Manager

(not supplied)

PSL15/5865

One Soil sample.

17-Dec-15

17-Dec-15

23-Dec-15

Derwentside Environmental Testing Services Limited

Unit 2, Park Road Industrial Estate South, Consett, Co Durham, DH8 5PY

Tel: 01207 582333 • email: [email protected] • www.dets.co.uk Page 1 of 3 .

Summary of Chemical AnalysisSoil Samples

Our Ref 15-53754Client Ref PSL15/5865

Contract Title PSL15/5865Lab No 917573

Sample ID P1-BH01Depth 6.20-6.70

Other IDSample Type SOIL

Sampling Date n/s

Sampling Time n/s

Test Method LOD Units

DETSC 2076* 10 mg/l 20

DETSC 2008# 8.4DETSC 2055 1 mg/l 9.9DETSC 2055 1 mg/l < 1.0DETSC 2076# 10 mg/l 570DETSC 2320 0.01 % 0.05DETSC 2321# 0.01 % 0.14Total Sulphate as SO4

Metals

InorganicsMagnesium Aqueous Extract

pHChloride Aqueous ExtractNitrate Aqueous Extract as NO3Sulphate Aqueous Extract as SO4Total Sulphur as S

Page 2 of 3Key: * -not accredited. # -MCERTS (accreditation only implied if report carries the MCERTS logo). n/s -not supplied.

Information in Support of the Analytical ResultsOur Ref 15-53754

Client Ref PSL15/5865Contract PSL15/5865

Containers Received & Deviating Samples

Lab No Sample ID

Date

Sampled Containers Received Holding time exceeded for tests

Inappropriate

container for

tests917573 P1-BH01 6.20-6.70 SOIL PT 500ml Sample date not supplied

Soil Analysis NotesInorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.

Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.

The Loss on Drying, used to express organics analysis on an air dried basis, is carried out at a temperature of 28°C +/-2°C.

DisposalFrom the issue date of this test certificate, samples will be held for the following times prior to disposal :-

Soils - 1 month, Liquids - 2 weeks, Asbestos (test portion) - 6 months

Key: P-Plastic T-Tub

DETS cannot be held responsible for the integrity of samples received whereby the laboratory did not undertake the sampling. In this instance samples received may

be deviating. Deviating Sample criteria are based on British and International standards and laboratory trials in conjunction with the UKAS note 'Guidance on

Deviating Samples'. All samples received are listed above. However, those samples that have additional comments in relation to hold time and/or inappropriate

containers are deviating due to the reasons stated. This means that the analysis is accredited where applicable, but results may be compromised due to sample

deviations. If no sampled date (soils) or date+time (waters) has been supplied then samples are deviating. However, if you are able to supply a sampled date (and

time for waters) this will prevent samples being reported as deviating where specific hold times are not exceeded and where the container supplied is suitable.

Page 3 of 3

Client

Our Reference

Client Reference

Order No

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown

Identified by prefix DETSn (details on request).

Opinions and interpretations are outside the scope of UKAS accreditation. This

certificate is issued in accordance with the accreditation requirements of the United

Kingdom Accreditation Service. The results reported herein relate only to the material

supplied to the laboratory. Observations and interpretations are outside the scope of

ISO 17025. This certificate shall not be reproduced except in full, without the prior

written approval of the laboratory.

Business Manager

(not supplied)

Branston Lock

5 Soil samples.

10-Dec-15

10-Dec-15

18-Dec-15

Certificate of AnalysisCertificate Number 15-53055

18-Dec-15

Professional Soils Laboratory Ltd

5/7 Hexthorpe Road

Hexthorpe

DN4 0AR

15-53055

PSL15/5865

Derwentside Environmental Testing Services Limited

Unit 2, Park Road Industrial Estate South, Consett, Co Durham, DH8 5PY

Tel: 01207 582333 • email: [email protected] • www.dets.co.uk Page 1 of 3 .

Summary of Chemical AnalysisSoil Samples

Our Ref 15-53055Client Ref PSL15/5865

Contract Title Branston LockLab No 913777 913778 913779 913780 913781

Sample ID P1-BH01 P1-BH01 P1-BH01A P1-BH02 P1-WS06Depth 0.30 12.20-12.90 0.70 0.50 1.00

Other IDSample Type SOIL SOIL SOIL SOIL SOIL

Sampling Date 03/12/15 03/12/15 03/12/15 03/12/15 03/12/15

Sampling Time n/s n/s n/s n/s n/s

Test Method LOD Units

DETSC 2076* 10 mg/l < 10 70 < 10 < 10 92

DETSC 2008# 7.7 8.2 9.1 8.3 7.8DETSC 2055 1 mg/l 3.1 7.1 6.5 14 4.3DETSC 2055 1 mg/l 1.9 < 1.0 47 34 < 1.0DETSC 2076# 10 mg/l 330 1800 230 460 1600DETSC 2320 0.01 % 0.05 1.8 0.12 0.12 0.22DETSC 2321# 0.01 % 0.16 5.0 0.20 0.26 0.73Total Sulphate as SO4

Metals

InorganicsMagnesium Aqueous Extract

pHChloride Aqueous ExtractNitrate Aqueous Extract as NO3Sulphate Aqueous Extract as SO4Total Sulphur as S

Page 2 of 3Key: * -not accredited. # -MCERTS (accreditation only implied if report carries the MCERTS logo). n/s -not supplied.

Information in Support of the Analytical ResultsOur Ref 15-53055

Client Ref PSL15/5865Contract Branston Lock

Containers Received & Deviating Samples

Lab No Sample ID

Date

Sampled Containers Received

Holding time

exceeded for

tests

Inappropriate

container for

tests913777 P1-BH01 0.30 SOIL 03/12/15 PT 500ml

913778 P1-BH01 12.20-12.90 SOIL 03/12/15 PT 500ml

913779 P1-BH01A 0.70 SOIL 03/12/15 PT 500ml

913780 P1-BH02 0.50 SOIL 03/12/15 PT 500ml

913781 P1-WS06 1.00 SOIL 03/12/15 PT 500ml

Soil Analysis NotesInorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.

Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.

The Loss on Drying, used to express organics analysis on an air dried basis, is carried out at a temperature of 28°C +/-2°C.

DisposalFrom the issue date of this test certificate, samples will be held for the following times prior to disposal :-

Soils - 1 month, Liquids - 2 weeks, Asbestos (test portion) - 6 months

Key: P-Plastic T-Tub

DETS cannot be held responsible for the integrity of samples received whereby the laboratory did not undertake the sampling. In this instance samples received may

be deviating. Deviating Sample criteria are based on British and International standards and laboratory trials in conjunction with the UKAS note 'Guidance on

Deviating Samples'. All samples received are listed above. However, those samples that have additional comments in relation to hold time and/or inappropriate

containers are deviating due to the reasons stated. This means that the analysis is accredited where applicable, but results may be compromised due to sample

deviations. If no sampled date (soils) or date+time (waters) has been supplied then samples are deviating. However, if you are able to supply a sampled date (and

time for waters) this will prevent samples being reported as deviating where specific hold times are not exceeded and where the container supplied is suitable.

Page 3 of 3

This certificate should not be reproduced, except in full, without the express permission of the laboratory.

The results included within the report are representative of the samples submitted for analysis.

Iss No 15-83305-1

Page 1 of 5

i2 Analytical Telephone: 01923 225404

7 Woodshots Meadow Fax: 01923 237404Croxley Green Business Park email:[email protected]

Watford, WD18 8YS

Report No:

Client:

Location

Sampling Date

Sample ID

Depth (m)

Solid Waste Analysis

TOC (%)** 0.9 3% 5% 6%

Loss on Ignition (%) ** - -- -- 10%

BTEX (µg/kg) ** - 6000 -- --

Sum of PCBs (mg/kg) ** - 1 -- --

Mineral Oil (mg/kg) - 500 -- --

Total PAH (WAC-17) (mg/kg) - 100 -- --

pH (units)** 7.7 -- >6 --

Acid Neutralisation Capacity (mol / kg) 0.71 -- To be evaluated To be evaluated

Arsenic * < 0.010 < 0.010 < 0.050 0.5 2 25

Barium * 0.021 0.029 0.28 20 100 300

Cadmium * < 0.0005 < 0.0005 < 0.0020 0.04 1 5

Chromium * 0.0025 0.0063 0.058 0.5 10 70

Copper * 0.019 0.0089 0.10 2 50 100

Mercury * < 0.0015 < 0.0015 < 0.010 0.01 0.2 2

Molybdenum * 0.0051 < 0.0030 < 0.020 0.5 10 30

Nickel * 0.0022 0.0031 0.030 0.4 10 40

Lead * 0.010 0.017 0.16 0.5 10 50

Antimony * < 0.0050 < 0.0050 0.024 0.06 0.7 5

Selenium * < 0.010 < 0.010 < 0.040 0.1 0.5 7

Zinc * 0.0065 0.0141 0.13 4 50 200

Chloride * 6.9 < 4.0 < 15 800 4000 25000

Fluoride 0.73 0.47 5.1 10 150 500

Sulphate * 15 2.1 37 1000 20000 50000

TDS 60 20 250 4000 60000 100000

Phenol Index (Monhydric Phenols) * < 0.13 < 0.13 < 0.50 1 - -

Leach Test Information

Stone Content (%) < 0.1 0

Sample Mass (kg) 2.0

Dry Matter (%) 94

Moisture (%) 5.9

Stage 1

Volume Eluate L2 (litres) 0.34

Filtered Eluate VE1 (litres) 0.23

*= UKAS accredited (liquid eluate analysis only)

** = MCERTS accrediited

mg/kg

using BS EN 12457-3 at L/S 10 l/kg (mg/kg)

Waste Acceptance Criteria Analytical Results

Landfill Waste Acceptance Criteria


Lab Reference (Sample Number)Limits511096

Cumulative 10:1

15-83305

CCGROUND

Stable Non-

reactive

HAZARDOUS

waste in non-

hazardous

Landfill

Limit values for compliance leaching test

Inert Waste

Landfill

Hazardous

Waste Landfill

17/11/2015

P1-BH02

0.90

2:1 8:1

DOC 10 9.3

mg/l mg/l

Eluate Analysis

(BS EN 12457 - 3 preparation utilising end over end leaching

procedure)

800 100094 500

Results are expressed on a dry weight basis, after correction for moisture content where applicable

Stated limits are for guidance only and I2 cannot be held responsible for any discrepencies with current legislation



Iss No 15-83305-1

Page 2 of 5



Watford, WD18 8YS

Report No:

Client:

Location

Sampling Date

Sample ID

Depth (m)


TOC (%)** 0.3 3% 5% 6%


BTEX (µg/kg) ** - 6000 -- --




pH (units)** 6.6 -- >6 --

Acid Neutralisation Capacity (mol / kg) -0.37 -- To be evaluated To be evaluated

Arsenic * < 0.010 < 0.010 < 0.050 0.5 2 25

Barium * 0.090 0.055 0.59 20 100 300

Cadmium * < 0.0005 < 0.0005 < 0.0020 0.04 1 5

Chromium * < 0.0010 0.0012 0.012 0.5 10 70

Copper * 0.0088 0.0066 0.069 2 50 100

Mercury * < 0.0015 < 0.0015 < 0.010 0.01 0.2 2

Molybdenum * < 0.0030 < 0.0030 < 0.020 0.5 10 30

Nickel * < 0.0010 < 0.0010 < 0.0050 0.4 10 40

Lead * 0.0050 < 0.0050 < 0.020 0.5 10 50

Antimony * < 0.0050 < 0.0050 0.045 0.06 0.7 5

Selenium * < 0.010 < 0.010 < 0.040 0.1 0.5 7

Zinc * 0.0028 < 0.0010 < 0.020 4 50 200

Chloride * < 4.0 < 4.0 < 15 800 4000 25000

Fluoride 0.64 0.61 6.1 10 150 500

Sulphate * 620 90 1600 1000 20000 50000

TDS 620 160 2200 4000 60000 100000





Dry Matter (%) 90

Moisture (%) 10

Stage 1





500DOC 18

Cumulative 10:1Limit values for compliance leaching test


mg/l mg/l mg/kg

Eluate Analysis


procedure)

2:1 8:1

1.53.3

Lab Reference (Sample Number) 511097Landfill Waste Acceptance Criteria

Limits

17/11/2015

Inert Waste

Landfill

Stable Non-

reactive

HAZARDOUS

waste in non-

hazardous

Landfill

Hazardous

Waste Landfill

P1-WS06

0.50


Waste Acceptance Criteria Analytical Results15-83305



800 1000

CCGROUND



Iss No 15-83305-1

Page 3 of 5

Analytical Report Number : 15-83305

Project / Site name: Branston Lock Development

Lab Sample

Number

Sample

Reference

Sample

NumberDepth (m) Sample Description *

511096 P1-BH02 None Supplied 0.90 Brown sandy loam with gravel.

511097 P1-WS06 None Supplied 0.50 Brown loam and clay with gravel.

* These descriptions are only intended to act as a cross check if sample identities are questioned. The major constituent of the sample is intended to act with respect to MCERTS

validation. The laboratory is accredited for sand, clay and loam (MCERTS) soil types. Data for unaccredited types of solid should be interpreted with care.

Stone content of a sample is calculated as the % weight of the stones not passing a 10 mm sieve. Results are not corrected for stone content.



Iss No 15-83305-1

Page 4 of 5



Water matrix abbreviations: Surface Water (SW) Potable Water (PW) Ground Water (GW)

Analytical Test Name Analytical Method Description Analytical Method ReferenceMethod

number

Wet / Dry

Analysis

Accreditation

Status

Acid neutralisation capacity of soil Determination of acid neutralisation capacity by

addition of acid or alkali followed by electronic

probe.

In-house method based on Guidance an

Sampling and Testing of Wastes to Meet

Landfill Waste Acceptance

L046-PL W NONE

Chloride in WAC leachate (BS EN

12457-3 Prep)

Determination of Chloride colorimetrically by

discrete analyser.

In house based on MEWAM Method ISBN

0117516260.

L082-PL W ISO 17025

DOC in WAC leachate (BS EN 12457-

3 Prep)

Determination of dissolved organic carbon in

leachate by TOC/DOC NDIR analyser.

In-house method based on Standard

Methods for the Examination of Water and

Waste Water, 21st Ed.

L037-PL W NONE

Fluoride in WAC leachate (BS EN

12457-3 Prep)

Determination of fluoride in leachate by 1:1ratio

with a buffer solution followed by Ion Selective

Electrode.




L033-PL W NONE

Metals in WAC leachate (BS EN 12457-

3 Prep)

Determination of metals in leachate by acidification

followed by ICP-OES.




L039-PL W ISO 17025

Moisture Content Moisture content, determined gravimetrically. In-house method based on BS1377 Part 3,

1990, Chemical and Electrochemical Tests

L019-UK/PL W NONE

pH in soil Determination of pH in soil by addition of water

followed by electrometric measurement.

In-house method based on BS1377 Part 3,


L005-PL W MCERTS

Phenol Index in WAC leachate (BS EN

12457-3 Prep)

Determination of monohydric phenols in leachate

by continuous flow analyser.

In-house method based on Examination of

Water and Wastewater 20th Edition:

Clesceri, Greenberg & Eaton (skalar)

L080-PL W ISO 17025

Stones content of soil Standard preparation for all samples unless

otherwise detailed. Gravimetric determination of

stone > 10 mm as % dry weight.

In-house method based on British Standard

Methods and MCERTS requirements.

L019-UK/PL D NONE

Sulphate in WAC leachate (BS EN

12457-3 Prep)

Determination of sulphate in leachate by

acidification followed by ICP-OES.




L039-PL W ISO 17025

TDS in WAC leachate (BS EN 12457-3

Prep)

Determination of total dissolved solids in leachate

by electrometric measurement.




L004-PL W NONE

Total organic carbon in soil Determination of organic matter in soil by oxidising

with potassium dichromate followed by titration

with iron (II) sulphate.



L023-PL D MCERTS

For method numbers ending in 'UK' analysis have been carried out in our laboratory in the United Kingdom.

For method numbers ending in 'PL' analysis have been carried out in our laboratory in Poland.

Soil analytical results are expressed on a dry weight basis. Where analysis is carried out on as-received the results obtained are multiplied by a moisture

correction factor that is determined gravimetrically using the moisture content which is carried out at a maximum of 30oC.



Iss No 15-83305-1

Page 5 of 5

Dan Page

t: 01452 739 165 t: 01923 225404f: 01452 739 220 f: 01923 237404e: [email protected] e:

Project / Site name: Samples received on: 19/11/2015

Your job number: C4877 Samples instructed on: 26/11/2015

Your order number: Analysis completed by: 04/12/2015

Report Issue Number: 1 Report issued on: 04/12/2015

Samples Analysed:

Signed: Signed:

Reporting Manager Assistant Reporting Manager

For & on behalf of i2 Analytical Ltd. For & on behalf of i2 Analytical Ltd.

Other office located at: ul. Pionierów 39, 41 -711 Ruda Śląska, Poland

Standard sample disposal times, unless otherwise agreed with the laboratory, are : soils - 4 weeks from reporting

leachates - 2 weeks from reporting

waters - 2 weeks from reporting

asbestos - 6 months from reporting

Excel copies of reports are only valid when accompanied by this PDF certificate.

15 soil samples


CC Ground Investigation Ltd

Unit A2

Innsworth Tech Park

Innsworth Lane

Gloucester

GL3 1DL

i2 Analytical Ltd.

7 Woodshots Meadow,

Croxley Green

Business Park,

Watford,

Herts,

WD18 8YS


Rexona Rahman

[email protected]

Emma Winter



Iss No 15-83303-1

Page 1 of 10

Analytical Report Number: 15-83303


Lab Sample Number 511070 511071 511072 511073 511074

Sample Reference P1-BH01 P1-BH01 P1-BH01A P1-BH01A P1-BH01A

Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied

Depth (m) 0.50 1.00 0.20 0.50 0.70

Date Sampled 12/11/2015 12/11/2015 12/11/2015 12/11/2015 12/11/2015

Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied

Analytical Parameter

(Soil Analysis)

Un

its

Lim

it of

de

tectio

n

Accre

dita

tion

Sta

tus

Stone Content % 0.1 NONE < 0.1 < 0.1 - < 0.1 < 0.1

Moisture Content % N/A NONE 15 14 - 13 8.2

Total mass of sample received kg 0.001 NONE 1.6 2.0 - 2.0 2.0

Asbestos in Soil Type N/A ISO 17025 - - Not-detected - -

General Inorganics

pH pH Units N/A MCERTS 6.8 - - - 7.7

Total Cyanide mg/kg 1 MCERTS < 1 - - - < 1

Free Cyanide mg/kg 1 NONE < 1 - - - < 1

Thiocyanate as SCN mg/kg 5 NONE < 5.0 - - - < 5.0Total Sulphate as SO4 mg/kg 50 MCERTS 1900 - - - 1100

Sulphide mg/kg 1 MCERTS < 1.0 - - - 12

Total Sulphur mg/kg 50 NONE 1600 - - - 1200

Total Phenols

Total Phenols (monohydric) mg/kg 1 MCERTS < 1.0 - - - < 1.0

Speciated PAHs

Naphthalene mg/kg 0.05 MCERTS < 0.05 - - - < 0.05

Acenaphthylene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Acenaphthene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Fluorene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Phenanthrene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Anthracene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Fluoranthene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Pyrene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Benzo(a)anthracene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Chrysene mg/kg 0.05 MCERTS < 0.05 - - - < 0.05

Benzo(b)fluoranthene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Benzo(k)fluoranthene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Benzo(a)pyrene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Indeno(1,2,3-cd)pyrene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Dibenz(a,h)anthracene mg/kg 0.1 MCERTS < 0.10 - - - < 0.10

Benzo(ghi)perylene mg/kg 0.05 MCERTS < 0.05 - - - < 0.05

Total PAH

Speciated Total EPA-16 PAHs mg/kg 1.6 MCERTS < 1.60 - - - < 1.60

Heavy Metals / Metalloids

Arsenic (aqua regia extractable) mg/kg 1 MCERTS 5.3 - - - 18

Boron (water soluble) mg/kg 0.2 MCERTS 1.9 - - - 3.5

Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS < 0.2 - - - < 0.2

Chromium (hexavalent) mg/kg 4 MCERTS < 4.0 - - - < 4.0

Chromium (aqua regia extractable) mg/kg 1 MCERTS 11 - - - 10

Copper (aqua regia extractable) mg/kg 1 MCERTS 7.7 - - - 120

Lead (aqua regia extractable) mg/kg 1 MCERTS 13 - - - 140

Mercury (aqua regia extractable) mg/kg 0.3 MCERTS < 0.3 - - - < 0.3

Nickel (aqua regia extractable) mg/kg 1 MCERTS 9.5 - - - 46

Selenium (aqua regia extractable) mg/kg 1 MCERTS < 1.0 - - - < 1.0

Zinc (aqua regia extractable) mg/kg 1 MCERTS 22 - - - 84



Iss No 15-83303-1

Page 2 of 10



Lab Sample Number 511070 511071 511072 511073 511074

Sample Reference P1-BH01 P1-BH01 P1-BH01A P1-BH01A P1-BH01A

Sample Number None Supplied None Supplied None Supplied None Supplied None Supplied

Depth (m) 0.50 1.00 0.20 0.50 0.70

Date Sampled 12/11/2015 12/11/2015 12/11/2015 12/11/2015 12/11/2015

Time Taken None Supplied None Supplied None Supplied None Supplied None Supplied


(Soil Analysis)

Un

its

Lim

it of

de

tectio

n

Accre

dita

tion

Sta

tus

Monoaromatics

Benzene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0

Toluene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0

Ethylbenzene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0

p & m-xylene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0

o-xylene µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0

MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0

Petroleum Hydrocarbons

TPH-CWG - Aliphatic >EC5 - EC6 mg/kg 0.1 MCERTS < 0.1 < 0.1 - < 0.1 < 0.1



TPH-CWG - Aliphatic >EC10 - EC12 mg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0




TPH-CWG - Aliphatic (EC5 - EC35) mg/kg 10 MCERTS < 10 < 10 - < 10 < 10

TPH-CWG - Aromatic >EC5 - EC7 mg/kg 0.1 MCERTS < 0.1 < 0.1 - < 0.1 < 0.1



TPH-CWG - Aromatic >EC10 - EC12 mg/kg 1 MCERTS < 1.0 < 1.0 - < 1.0 < 1.0

TPH-CWG - Aromatic >EC12 - EC16 mg/kg 2 MCERTS < 2.0 < 2.0 - < 2.0 < 2.0

TPH-CWG - Aromatic >EC16 - EC21 mg/kg 10 MCERTS < 10 < 10 - < 10 < 10

TPH-CWG - Aromatic >EC21 - EC35 mg/kg 10 MCERTS < 10 < 10 - < 10 < 10

TPH-CWG - Aromatic (EC5 - EC35) mg/kg 10 MCERTS < 10 < 10 - < 10 < 10



Iss No 15-83303-1

Page 3 of 10



Lab Sample Number

Sample Reference

Sample Number

Depth (m)

Date Sampled

Time Taken


(Soil Analysis)

Un

its

Lim

it of

de

tectio

n

Accre

dita

tion

Sta

tus

Stone Content % 0.1 NONE

Moisture Content % N/A NONE

Total mass of sample received kg 0.001 NONE

Asbestos in Soil Type N/A ISO 17025

General Inorganics

pH pH Units N/A MCERTS

Total Cyanide mg/kg 1 MCERTS

Free Cyanide mg/kg 1 NONE

Thiocyanate as SCN mg/kg 5 NONE

Total Sulphate as SO4 mg/kg 50 MCERTS

Sulphide mg/kg 1 MCERTS

Total Sulphur mg/kg 50 NONE

Total Phenols

Total Phenols (monohydric) mg/kg 1 MCERTS

Speciated PAHs

Naphthalene mg/kg 0.05 MCERTS

Acenaphthylene mg/kg 0.1 MCERTS

Acenaphthene mg/kg 0.1 MCERTS

Fluorene mg/kg 0.1 MCERTS

Phenanthrene mg/kg 0.1 MCERTS

Anthracene mg/kg 0.1 MCERTS

Fluoranthene mg/kg 0.1 MCERTS

Pyrene mg/kg 0.1 MCERTS

Benzo(a)anthracene mg/kg 0.1 MCERTS

Chrysene mg/kg 0.05 MCERTS

Benzo(b)fluoranthene mg/kg 0.1 MCERTS

Benzo(k)fluoranthene mg/kg 0.1 MCERTS

Benzo(a)pyrene mg/kg 0.1 MCERTS

Indeno(1,2,3-cd)pyrene mg/kg 0.1 MCERTS

Dibenz(a,h)anthracene mg/kg 0.1 MCERTS

Benzo(ghi)perylene mg/kg 0.05 MCERTS

Total PAH

Speciated Total EPA-16 PAHs mg/kg 1.6 MCERTS


Arsenic (aqua regia extractable) mg/kg 1 MCERTS

Boron (water soluble) mg/kg 0.2 MCERTS

Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS

Chromium (hexavalent) mg/kg 4 MCERTS

Chromium (aqua regia extractable) mg/kg 1 MCERTS

Copper (aqua regia extractable) mg/kg 1 MCERTS

Lead (aqua regia extractable) mg/kg 1 MCERTS

Mercury (aqua regia extractable) mg/kg 0.3 MCERTS

Nickel (aqua regia extractable) mg/kg 1 MCERTS

Selenium (aqua regia extractable) mg/kg 1 MCERTS

Zinc (aqua regia extractable) mg/kg 1 MCERTS

511075 511076 511077 511078 511079

P1-BH02 P1-BH02 P1-WS01 P1-WS02 P1-WS04

None Supplied None Supplied None Supplied None Supplied None Supplied

0.20 0.50 0.20 0.20 0.50

17/11/2015 17/11/2015 16/11/2015 16/11/2015 17/11/2015


< 0.1 < 0.1 < 0.1 < 0.1 < 0.1

16 13 17 16 8.5

1.7 1.7 1.5 1.6 1.7

- Not-detected - - -

- 7.2 - 6.6 7.3

- < 1 - 1 < 1

- < 1 - 1 < 1

- < 5.0 - < 5.0 < 5.0- 950 - 870 350

- < 1.0 - < 1.0 < 1.0

- 530 - 700 200

- < 1.0 - < 1.0 < 1.0

- < 0.05 - < 0.05 < 0.05

- < 0.10 - < 0.10 < 0.10

- < 0.10 - < 0.10 < 0.10

- < 0.10 - < 0.10 < 0.10

- 0.69 - < 0.10 < 0.10

- 0.14 - < 0.10 < 0.10

- 2.4 - < 0.10 < 0.10

- 2.1 - < 0.10 < 0.10

- 1.2 - < 0.10 < 0.10

- 1.4 - < 0.05 < 0.05

- 1.2 - < 0.10 < 0.10

- 1.1 - < 0.10 < 0.10

- 1.2 - < 0.10 < 0.10

- 0.47 - < 0.10 < 0.10

- < 0.10 - < 0.10 < 0.10

- 0.51 - < 0.05 < 0.05

- 12.3 - < 1.60 < 1.60

- 13 - 1.1 2.2

- 2.3 - 0.9 < 0.2

- 0.4 - 0.4 < 0.2

- < 4.0 - < 4.0 < 4.0

- 14 - 9.2 11

- 61 - 18 6.5

- 200 - 41 14

- < 0.3 - < 0.3 < 0.3

- 20 - 6.6 7.7

- < 1.0 - < 1.0 < 1.0

- 170 - 44 34



Iss No 15-83303-1

Page 4 of 10



Lab Sample Number

Sample Reference

Sample Number

Depth (m)

Date Sampled

Time Taken


(Soil Analysis)

Un

its

Lim

it of

de

tectio

n

Accre

dita

tion

Sta

tus

Stone Content % 0.1 NONEMonoaromatics

Benzene µg/kg 1 MCERTS

Toluene µg/kg 1 MCERTS

Ethylbenzene µg/kg 1 MCERTS

p & m-xylene µg/kg 1 MCERTS

o-xylene µg/kg 1 MCERTS

MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS


TPH-CWG - Aliphatic >EC5 - EC6 mg/kg 0.1 MCERTS



TPH-CWG - Aliphatic >EC10 - EC12 mg/kg 1 MCERTS




TPH-CWG - Aliphatic (EC5 - EC35) mg/kg 10 MCERTS

TPH-CWG - Aromatic >EC5 - EC7 mg/kg 0.1 MCERTS



TPH-CWG - Aromatic >EC10 - EC12 mg/kg 1 MCERTS




TPH-CWG - Aromatic (EC5 - EC35) mg/kg 10 MCERTS

511075 511076 511077 511078 511079

P1-BH02 P1-BH02 P1-WS01 P1-WS02 P1-WS04


0.20 0.50 0.20 0.20 0.50

17/11/2015 17/11/2015 16/11/2015 16/11/2015 17/11/2015


< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

< 0.1 < 0.1 < 0.1 < 0.1 < 0.1

< 0.1 < 0.1 < 0.1 < 0.1 < 0.1

< 0.1 < 0.1 < 0.1 < 0.1 < 0.1

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

< 2.0 < 2.0 < 2.0 < 2.0 < 2.0

< 8.0 < 8.0 < 8.0 < 8.0 < 8.0

27 11 < 8.0 < 8.0 < 8.0

30 11 < 10 < 10 < 10

< 0.1 < 0.1 < 0.1 < 0.1 < 0.1

< 0.1 < 0.1 < 0.1 < 0.1 < 0.1

< 0.1 < 0.1 < 0.1 < 0.1 < 0.1

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0

4.6 2.8 < 2.0 < 2.0 < 2.0

26 19 < 10 < 10 < 10

87 41 < 10 < 10 < 10

120 63 < 10 < 10 < 10



Iss No 15-83303-1

Page 5 of 10



Lab Sample Number

Sample Reference

Sample Number

Depth (m)

Date Sampled

Time Taken


(Soil Analysis)

Un

its

Lim

it of

de

tectio

n

Accre

dita

tion

Sta

tus

Stone Content % 0.1 NONE

Moisture Content % N/A NONE

Total mass of sample received kg 0.001 NONE

Asbestos in Soil Type N/A ISO 17025

General Inorganics

pH pH Units N/A MCERTS

Total Cyanide mg/kg 1 MCERTS

Free Cyanide mg/kg 1 NONE

Thiocyanate as SCN mg/kg 5 NONE

Total Sulphate as SO4 mg/kg 50 MCERTS

Sulphide mg/kg 1 MCERTS

Total Sulphur mg/kg 50 NONE

Total Phenols

Total Phenols (monohydric) mg/kg 1 MCERTS

Speciated PAHs

Naphthalene mg/kg 0.05 MCERTS

Acenaphthylene mg/kg 0.1 MCERTS

Acenaphthene mg/kg 0.1 MCERTS

Fluorene mg/kg 0.1 MCERTS

Phenanthrene mg/kg 0.1 MCERTS

Anthracene mg/kg 0.1 MCERTS

Fluoranthene mg/kg 0.1 MCERTS

Pyrene mg/kg 0.1 MCERTS

Benzo(a)anthracene mg/kg 0.1 MCERTS

Chrysene mg/kg 0.05 MCERTS

Benzo(b)fluoranthene mg/kg 0.1 MCERTS

Benzo(k)fluoranthene mg/kg 0.1 MCERTS

Benzo(a)pyrene mg/kg 0.1 MCERTS

Indeno(1,2,3-cd)pyrene mg/kg 0.1 MCERTS

Dibenz(a,h)anthracene mg/kg 0.1 MCERTS

Benzo(ghi)perylene mg/kg 0.05 MCERTS

Total PAH

Speciated Total EPA-16 PAHs mg/kg 1.6 MCERTS


Arsenic (aqua regia extractable) mg/kg 1 MCERTS

Boron (water soluble) mg/kg 0.2 MCERTS

Cadmium (aqua regia extractable) mg/kg 0.2 MCERTS

Chromium (hexavalent) mg/kg 4 MCERTS

Chromium (aqua regia extractable) mg/kg 1 MCERTS

Copper (aqua regia extractable) mg/kg 1 MCERTS

Lead (aqua regia extractable) mg/kg 1 MCERTS

Mercury (aqua regia extractable) mg/kg 0.3 MCERTS

Nickel (aqua regia extractable) mg/kg 1 MCERTS

Selenium (aqua regia extractable) mg/kg 1 MCERTS

Zinc (aqua regia extractable) mg/kg 1 MCERTS

511080 511081 511082 511083 511084

P1-WS06 P1-WS06 P1-WS06 P1-HP01 P1-HP01


0.10 0.20 1.00 0.20 0.50

17/11/2015 17/11/2015 17/11/2015 17/11/2015 17/11/2015


< 0.1 < 0.1 < 0.1 < 0.1 -

7.4 11 9.9 12 -

1.2 1.7 1.8 1.6 -

- - Not-detected - Not-detected

- 7.6 7.7 - -

- < 1 < 1 - -

- < 1 < 1 - -

- < 5.0 < 5.0 - -- 10000 5000 - -

- < 1.0 < 1.0 - -

- 3400 1700 - -

- < 1.0 < 1.0 - -

- < 0.05 < 0.05 - -

- < 0.10 < 0.10 - -

- 0.46 < 0.10 - -

- 0.45 < 0.10 - -

- 3.7 < 0.10 - -

- 1.3 < 0.10 - -

- 4.8 0.24 - -

- 3.7 0.26 - -

- 1.7 < 0.10 - -

- 1.4 < 0.05 - -

- 1.5 < 0.10 - -

- 0.87 < 0.10 - -

- 1.2 < 0.10 - -

- 0.56 < 0.10 - -

- < 0.10 < 0.10 - -

- 0.61 < 0.05 - -

- 22.2 < 1.60 - -

- 1.8 7.1 - -

- < 0.2 0.3 - -

- < 0.2 < 0.2 - -

- < 4.0 < 4.0 - -

- 23 22 - -

- 30 16 - -

- 8.8 12 - -

- < 0.3 < 0.3 - -

- 20 22 - -

- < 1.0 < 1.0 - -

- 40 48 - -



Iss No 15-83303-1

Page 6 of 10



Lab Sample Number

Sample Reference

Sample Number

Depth (m)

Date Sampled

Time Taken


(Soil Analysis)

Un

its

Lim

it of

de

tectio

n

Accre

dita

tion

Sta

tus

Stone Content % 0.1 NONEMonoaromatics

Benzene µg/kg 1 MCERTS

Toluene µg/kg 1 MCERTS

Ethylbenzene µg/kg 1 MCERTS

p & m-xylene µg/kg 1 MCERTS

o-xylene µg/kg 1 MCERTS

MTBE (Methyl Tertiary Butyl Ether) µg/kg 1 MCERTS









TPH-CWG - Aliphatic (EC5 - EC35) mg/kg 10 MCERTS








TPH-CWG - Aromatic (EC5 - EC35) mg/kg 10 MCERTS

511080 511081 511082 511083 511084

P1-WS06 P1-WS06 P1-WS06 P1-HP01 P1-HP01


0.10 0.20 1.00 0.20 0.50

17/11/2015 17/11/2015 17/11/2015 17/11/2015 17/11/2015


< 1.0 < 1.0 < 1.0 < 1.0 -

< 1.0 < 1.0 < 1.0 < 1.0 -

< 1.0 < 1.0 < 1.0 < 1.0 -

< 1.0 < 1.0 < 1.0 < 1.0 -

< 1.0 < 1.0 < 1.0 < 1.0 -

< 1.0 < 1.0 < 1.0 < 1.0 -

< 0.1 < 0.1 < 0.1 < 0.1 -

< 0.1 < 0.1 < 0.1 < 0.1 -

< 0.1 < 0.1 < 0.1 < 0.1 -

< 1.0 < 1.0 < 1.0 < 1.0 -

< 2.0 < 2.0 < 2.0 < 2.0 -

< 8.0 < 8.0 < 8.0 < 8.0 -

470 43 < 8.0 10 -

480 46 < 10 13 -

< 0.1 < 0.1 < 0.1 < 0.1 -

< 0.1 < 0.1 < 0.1 < 0.1 -

< 0.1 < 0.1 < 0.1 < 0.1 -

< 1.0 1.2 < 1.0 < 1.0 -

< 2.0 7.4 < 2.0 < 2.0 -

< 10 21 < 10 < 10 -

830 49 < 10 25 -

830 79 < 10 35 -



Iss No 15-83303-1

Page 7 of 10



Lab Sample

Number

Sample

Reference

Sample


511070 P1-BH01 None Supplied 0.50 Brown loam and sand.

511071 P1-BH01 None Supplied 1.00 Brown sand with gravel.

511072 P1-BH01A None Supplied 0.20 -

511073 P1-BH01A None Supplied 0.50 Brown loam and sand with gravel and vegetation.

511074 P1-BH01A None Supplied 0.70 Brown loam and sand with gravel and vegetation.

511075 P1-BH02 None Supplied 0.20 Brown loam and sand with gravel and vegetation.

511076 P1-BH02 None Supplied 0.50 Brown loam and sand with gravel and vegetation.

511077 P1-WS01 None Supplied 0.20 Brown loam and clay with vegetation.

511078 P1-WS02 None Supplied 0.20 Brown loam and sand with gravel and vegetation.

511079 P1-WS04 None Supplied 0.50 Light brown loam and sand with gravel.

511080 P1-WS06 None Supplied 0.10 Brown gravelly loam with vegetation.

511081 P1-WS06 None Supplied 0.20 Light brown loam and clay with gravel.

511082 P1-WS06 None Supplied 1.00 Light brown loam and sand with gravel.

511083 P1-HP01 None Supplied 0.20 Brown loam and sand with gravel and vegetation.

511084 P1-HP01 None Supplied 0.50 -






Iss No 15-83303-1

Page 8 of 10





number

Wet / Dry

Analysis

Accreditation

Status

Asbestos identification in soil Asbestos Identification with the use of polarised

light microscopy in conjunction with disperion

staining techniques.

In house method based on HSG 248 A001-PL D ISO 17025

Boron, water soluble, in soil Determination of water soluble boron in soil by hot

water extract followed by ICP-OES.

In-house method based on Second Site

Properties version 3

L038-PL D MCERTS

BTEX and MTBE in soil Determination of BTEX in soil by headspace GC-MS. In-house method based on USEPA8260 L073B-PL W MCERTS

Free cyanide in soil Determination of free cyanide by distillation

followed by colorimetry.



Clesceri, Greenberg & Eaton (Skalar)

L080-PL W NONE

Hexavalent chromium in soil Determination of hexavalent chromium in soil by

extraction in water then by acidification, addition of

1,5 diphenylcarbazide followed by colorimetry.

In-house method L080-PL W MCERTS

Metals in soil by ICP-OES Determination of metals in soil by aqua-regia

digestion followed by ICP-OES.

In-house method based on MEWAM 2006

Methods for the Determination of Metals in

Soil.

L038-PL D MCERTS



L019-UK/PL W NONE

Monohydric phenols in soil Determination of phenols in soil by extraction with

sodium hydroxide followed by distillation followed

by colorimetry.




L080-PL W MCERTS

pH in soil (automated) Determination of pH in soil by addition of water




L099-PL D MCERTS

Speciated EPA-16 PAHs in soil Determination of PAH compounds in soil by

extraction in dichloromethane and hexane followed

by GC-MS with the use of surrogate and internal

standards.

In-house method based on USEPA 8270 L064-PL D MCERTS






L019-UK/PL D NONE

Sulphide in soil Determination of sulphide in soil by acidification

and heating to liberate hydrogen sulphide, trapped

in an alkaline solution then assayed by ion selective

electrode.

In-house method L010-PL D MCERTS

Thiocyanate in soil Determination of thiocyanate in soil by extraction

in caustic soda followed by acidification followed by

addition of ferric nitrate followed by

spectrophotometer.

In-house method L049-PL D NONE

Total cyanide in soil Determination of total cyanide by distillation

followed by colorimetry.



Clesceri, Greenberg & Eaton (Skalar)

L080-PL W MCERTS

Total sulphate (as SO4 in soil) Determination of total sulphate in soil by extraction

with 10% HCl followed by ICP-OES.



L038-PL D MCERTS

Total Sulphur in soil Determination of total sulphur in soil by extraction

with aqua-regia, potassium bromide/bromate



1990, and MEWAM 2006 Methods for the

Determination of Metals in Soil

L038-PL D NONE

TPHCWG (Soil) Determination of hexane extractable hydrocarbons

in soil by GC-MS/GC-FID.

In-house method L076-PL W MCERTS



Iss No 15-83303-1

Page 9 of 10





number

Wet / Dry

Analysis

Accreditation

Status







Iss No 15-83303-1

Page 10 of 10



Watford, WD18 8YS

Report No:

Client:

Location

Sampling Date

Sample ID

Depth (m)


TOC (%)** 0.3 3% 5% 6%


BTEX (µg/kg) ** - 6000 -- --




pH (units)** 6.6 -- >6 --

Acid Neutralisation Capacity (mol / kg) -0.37 -- To be evaluated To be evaluated

Arsenic * < 0.010 < 0.010 < 0.050 0.5 2 25

Barium * 0.090 0.055 0.59 20 100 300

Cadmium * < 0.0005 < 0.0005 < 0.0020 0.04 1 5

Chromium * < 0.0010 0.0012 0.012 0.5 10 70

Copper * 0.0088 0.0066 0.069 2 50 100

Mercury * < 0.0015 < 0.0015 < 0.010 0.01 0.2 2

Molybdenum * < 0.0030 < 0.0030 < 0.020 0.5 10 30

Nickel * < 0.0010 < 0.0010 < 0.0050 0.4 10 40

Lead * 0.0050 < 0.0050 < 0.020 0.5 10 50

Antimony * < 0.0050 < 0.0050 0.045 0.06 0.7 5

Selenium * < 0.010 < 0.010 < 0.040 0.1 0.5 7

Zinc * 0.0028 < 0.0010 < 0.020 4 50 200

Chloride * < 4.0 < 4.0 < 15 800 4000 25000

Fluoride 0.64 0.61 6.1 10 150 500

Sulphate * 620 90 1600 1000 20000 50000

TDS 620 160 2200 4000 60000 100000





Dry Matter (%) 90

Moisture (%) 10

Stage 1





500DOC 18

Cumulative 10:1Limit values for compliance leaching test


mg/l mg/l mg/kg

Eluate Analysis


procedure)

2:1 8:1

1.53.3

Lab Reference (Sample Number) 511097Landfill Waste Acceptance Criteria

Limits

17/11/2015

Inert Waste

Landfill

Stable Non-

reactive

HAZARDOUS

waste in non-

hazardous

Landfill

Hazardous

Waste Landfill

P1-WS06

0.50


Waste Acceptance Criteria Analytical Results15-83305



800 1000

CCGROUND



Iss No 15-83305-1

Page 3 of 5



Lab Sample

Number

Sample

Reference

Sample


511096 P1-BH02 None Supplied 0.90 Brown sandy loam with gravel.

511097 P1-WS06 None Supplied 0.50 Brown loam and clay with gravel.






Iss No 15-83305-1

Page 4 of 5





number

Wet / Dry

Analysis

Accreditation

Status

Acid neutralisation capacity of soil Determination of acid neutralisation capacity by

addition of acid or alkali followed by electronic

probe.

In-house method based on Guidance an

Sampling and Testing of Wastes to Meet

Landfill Waste Acceptance

L046-PL W NONE

Chloride in WAC leachate (BS EN

12457-3 Prep)

Determination of Chloride colorimetrically by

discrete analyser.

In house based on MEWAM Method ISBN

0117516260.

L082-PL W ISO 17025

DOC in WAC leachate (BS EN 12457-

3 Prep)

Determination of dissolved organic carbon in

leachate by TOC/DOC NDIR analyser.




L037-PL W NONE

Fluoride in WAC leachate (BS EN

12457-3 Prep)

Determination of fluoride in leachate by 1:1ratio

with a buffer solution followed by Ion Selective

Electrode.




L033-PL W NONE

Metals in WAC leachate (BS EN 12457-

3 Prep)

Determination of metals in leachate by acidification





L039-PL W ISO 17025



L019-UK/PL W NONE

pH in soil Determination of pH in soil by addition of water




L005-PL W MCERTS

Phenol Index in WAC leachate (BS EN

12457-3 Prep)

Determination of monohydric phenols in leachate

by continuous flow analyser.




L080-PL W ISO 17025






L019-UK/PL D NONE

Sulphate in WAC leachate (BS EN

12457-3 Prep)

Determination of sulphate in leachate by

acidification followed by ICP-OES.




L039-PL W ISO 17025

TDS in WAC leachate (BS EN 12457-3

Prep)

Determination of total dissolved solids in leachate

by electrometric measurement.




L004-PL W NONE

Total organic carbon in soil Determination of organic matter in soil by oxidising

with potassium dichromate followed by titration

with iron (II) sulphate.



L023-PL D MCERTS







Iss No 15-83305-1

Page 5 of 5



Iss No 15-83305-1

Page 1 of 5


APPENDIX D

Appendix D – SPT Calibration Data

Documents

C4877- Draft Factual Report Template - East · PDF fileFACTUAL REPORT SITE: ... (SPT) were carried out in general accordance with BS EN ISO 22476‐3:2005. ... BS EN ISO 14688: Part