21232 Draft Factual Report Notes on Site Work ii/i-ii/ii Figures 21232.WS1-WS32 - Window Sample Borehole Records APPENDIX 3 - LABORATORY TESTS General Notes on

Ian Farmer Associates (1998) Limited

1 Fairfield Court, Wheler Road, Seven

Stars Industrial Estate, Coventry, CV4 3LJ

Tel: 024 7630 3422

Fax: 024 7630 7935

ATKINS LIMTED

TAMWORTH GOLF COURSE TAMWORTH GOLF COURSE B77 4EG

FACTUAL REPORT ON SITE INVESTIGATION

Contract: 21232

Date: August 2014

Tamworth Golf Course Tamworth Golf Course B77 4EG

Ian Farmer Associates (1998) Limited

1 Fairfield Court, Wheler Road,

Seven Stars Industrial Estate, Coventry CV3 4LJ

Tel: 024 7630 3422

Fax: 024 7630 7935

FACTUAL REPORT ON SITE INVESTIGATION

carried out at

TAMWORTH GOLF COURSE

TAMWORTH GOLF COURSE B77 4EG

Prepared for

ATKINS LIMTED The Axis

10 Holliday Street Birmingham

B1 1TF

Contract No: 21232

Date: August 2014


Contract No. 21232

EXECUTIVE SUMMARY

On the instructions of Atkins Ltd, on the behalf of Tamworth Borough Council, an investigation was undertaken to determine ground conditions to enable foundation and road/hard standing design to be carried out, together with an assessment of contamination and a review of gas emissions. It is understood that the proposed development comprises of residential properties with a new school and local centre.

The site is situated approximately 3.5km east of Tamworth centre and maybe located by Grid Reference of SK242036. At the time of the investigation the site was currently used by the Tamworth golf members, with the golf club and visitors’ car park on the western boundary.

The site is directly underlain by three bedrock strata; the Pennine Middle Coal Measure to the north, described as interbedded mudstone, siltstone and sandstone with frequent coal beds, the Halesowen Formation, described as sandstone formed in the Carboniferous in a river environment and the Halesowen Formation to the south, described as mudstone, siltstone and sandstone. To the eastern boundary of the site, two faults are present, trending west to east and north to south.

The site work was carried out between the 28th April and 2nd May 2014, during which 32 boreholes were sunk by drive-in window sample technique. Representative disturbed samples were taken, with selected samples dispatched to the laboratory for testing as scheduled by the Engineer.


Contract No. 21232 Page 1 of 6

CONTENTS

EXECUTIVE SUMMARY

1.0 INTRODUCTION 2

2.0 SITE SETTING 2 2.1 Site Location 2 2.2 Site Description 2 2.3 Geological Setting 3

3.0 SITE WORK 4

4.0 LABORATORY TESTS 5 4.1 Geotechnical Testing 5 4.2 Chemical Testing 5

5.0 REFERENCES 6

APPENDIX 1 - DRAWINGS Figure A1.1 - Site Plan Figure 1215/2016/1 - Exploratory Hole Location Plan

APPENDIX 2 - SITE WORK General Notes on Site Work ii/i-ii/ii

Figures 21232.WS1-WS32 - Window Sample Borehole Records

APPENDIX 3 - LABORATORY TESTS General Notes on

Laboratory Tests on Soils iii/i-iii/i Test Report 21232 - Moisture content & Atterberg limits

- Particle size distribution and wet sieving - Dry density and moisture content

- California bearing ratioTest Report 14-07793 - Loss on Ignition

- Calorific Value Test Report 14-08246 - Calorific Value

APPENDIX 4 - CHEMICAL TESTS Test Report 14-06067 - Results of Chemical Tests – Soils and Leachates Test Report 14-06068 - Results of Chemical Tests – Soils Test Report 14-07371 - Results of Chemical Tests – Waters Test Report 14-09279 - Results of Chemical Tests – Waters

APPENDIX 5 - GAS AND GROUNDWATER MONITORING - Results of Gas Monitoring



1.0 INTRODUCTION

1.1 On the instructions of Atkins Ltd, on behalf of Tamworth Borough Council, a site investigation was undertaken to determine ground conditions to enable foundation and road/hard standing design to be carried out, together with a contamination risk assessment and a review of gas emissions.

1.2 It is understood that the proposed development comprises of residential properties with a new school and local centre.

1.3 It is recommended that a copy of this report be submitted to the relevant authorities to enable them to carry out their own site assessments and provide any comments.

1.4 This report has been prepared for the sole use of the Client for the purpose described and no extended duty of care to any third party is implied or offered. Third parties using any information contained within this report do so at their own risk.

1.5 The comments given in this report and the opinions expressed herein are based on the information received, the conditions encountered during site works, and on the results of tests made in the field and laboratory. However, there may be conditions prevailing at the site which have not been disclosed by the investigation and which have not been taken into account in the report.

1.6 The comments on groundwater conditions are based on observations made at the time the site work was carried out. It should be noted that groundwater levels vary owing to seasonal or other effects.

2.0 SITE SETTING

2.1 Site Location

2.1.1 The site is situated at Tamworth Golf Course, approximately 3.5km to the east of Tamworth town centre and may be located by Grid Reference SK242036.

2.1.2 A site plan is included in Appendix 1, Figure A1.1.

2.2 Site Description

2.2.1 The site is irregular in shape covering an area of approximately 62 hectares and comprises of Tamworth Golf Course.

2.2.2 At the time of the investigation the site was currently used by the Tamworth golf members. Access to the site is via the western boundaries, off Eagle Drive, adjacent to the club house and visitors’ car park. The site is bounded by agricultural land to the north, east and south, with residential properties to the west.

2.2.3 The site has varying ground levels and comprises dominantly of soft landscaping with asphalt and concrete.



2.3 Geological Setting

2.3.1 Details of the geology underlying the site have been obtained from BGS Sheet 154, ref. 5.1.

2.3.2 The geological map indicates superficial deposits to be absent from the site, which is directly underlain by three bedrock strata; the Pennine Middle Coal Measure to the north, described as interbedded mudstone, siltstone and sandstone with frequent coal beds, formed in the Carboniferous in a marginal coastal plain environment; The Halesowen Formation, described as sandstone formed in the Carboniferous in a river environment and; the Halesowen Formation to the south, described as mudstone, siltstone and sandstone, formed in the Carboniferous in a river environment. To the eastern boundary of the site, two faults are present, trending west to east and north to south.

2.3.3 Although not indicated as present on the site from the geological maps, there is the possibility that Made Ground may exist on the site due to varying ground levels on the site and the industrial development in the area and on the site.



3.0 SITE WORK

3.1 The site work was carried out between the 28th April and the 2nd May. The locations of exploratory holes were set out under instruction from the Engineer.

3.2 The site work has been carried out on the basis of the practices set out in BS 10175:2011, ref.5.2, BS 5930:2010 ref. 5.3 and ISO 1997:2007, ref 5.4. Additional references are noted within the table.

Exploratory Hole Type Quantity Hole Reference Depths Notes

Window sample boreholes

32 WS01 to WS32 1.20m to 9.0m With an additional three redrills

Slotted Standpipe Installations

13 WS01 to WS32 0.5m to 6.0m

50mm installations to monitor gas and water in the made ground and natural strata in 13 selected locations.

3.3 The positions of the above are shown on the exploratory hole location plan, Appendix 1, Figure 1215/2016/1.

3.4 The depths of the exploratory holes, descriptions of strata encountered and comments on groundwater conditions are given in the site work records in Appendix 2.

3.5 Representative disturbed and undisturbed samples were taken at the depths shown on the borehole records and despatched to the laboratory. Samples for environmental purposes were collected in appropriate containers and retained in a cool box.

3.6 Standard (split-barrel and cone) penetration tests, ref. 5.5 were carried out in the window sample boreholes in the various strata to assess the relative density or consistency. The values of penetration resistance are given in the borehole records.

3.7 Monitoring installations, protected by a stopcock cover were installed in 13 locations as detailed in the borehole records.

3.8 The coordinates and ground levels at the borehole, reported on the records, were surveyed in by MSURV on completion.

3.9 Upon completion of the siteworks, the boreholes instrumented with standpipes were monitored on six occasions at intervals specified by Atkins Limited for groundwater and gas levels. The gas levels monitored were oxygen, carbon dioxide, methane, carbon monoxide and hydrogen sulphide. The flow rate of each borehole was also monitored. The results are given in Appendix 5.

3.10 Groundwater and surface water samples were recovered and dispatched for testing on one occasion, the results of which are presented in Appendix 4, Test Report 14-09279 and 14-07371.



4.0 LABORATORY TESTS

4.1 Geotechnical Testing

4.1.1 All soil samples were prepared in accordance with BS1377: 1990 ref. 5.66 and representative sub-samples were taken for testing. The following tests were carried out:

21 No. Moisture contents 19 No. Atterberg Limits 24 No. Particle size distribution by wet sieving 1 No. California bearing ratio 4 No. 2.5kg Compaction 7 No. Loss on Ignition 15 No. Calorific Value

4.1.2 The results of the testing are given in Appendix 3, Test Reports 21232, 14-07793 and 14-08246.

4.2 Chemical Testing

4.1.1 The suite of chemical analyses has been scheduled by Atkins Limited. The chemical analyses were carried out on 26 samples of soil and 10 samples of leachate. The nature of the analyses is detailed below:

Metals screen - arsenic, boron (water soluble), cadmium, chromium (total and hexavalent), copper, lead, mercury, nickel, selenium and zinc

Organic Screen – TPHCWG hydrocarbons, polycyclic aromatic hydrocarbons (PAH) – USEPA 16 suite, monohydric phenols

Inorganics Screen - sulphate (water soluble) Others - pH, organic matter, asbestos

4.1.2 Cchemical analyses were carried out on 4 groundwater and 3 surface water

samples. The nature of the analyses is detailed below:

Metals screen - arsenic, boron (water soluble), cadmium, chromium (total and hexavalent), copper, lead, mercury, nickel, selenium and zinc

Organic Screen – TPHCWG hydrocarbons, polycyclic aromatic hydrocarbons (PAH) – USEPA 16 suite, monohydric phenols

Inorganics Screen - sulphate (water soluble), total oxygen demand (biochemical and chemical), cyanide, ammoniacal nitrogen, chloride, nitrate, nitrite, nitrogen, ortho-phosphate

Others – pH, hardness,

The soil testing was carried out in accordance with the MCERTS performance standard, ref.5.7, and the results are shown in Appendix 4, Test Reports 14-06067 and 14-06068. The results of the ground and surface water analysis are shown in Appendix 4, Test Report 14-09279 and 14-07371.



5.0 REFERENCES

5.1 BGS Sheet No 154, ‘Lichfield’, solid and drift edition, 1:50,000 scale. British Geological Survey 1926.

5.2 BS 10175: 2011 ‘Investigation of potentially contaminated sites. Code of practice’, British Standards Institute, 2011

5.3 BS 5930:1999+A2:2010 ‘Code of practice for site investigations’, British Standards Institute, 2010

5.4 ISO 1997, Part 2:2007, ‘Eurocode 7 – Geotechnical Design – Part 2, Ground Investigation and Design’.

5.5 ISO 22476 – 3:2005, ‘Geotechnical Investigation and Testing – Field Testing’ Part 3, Standard Penetration Test.

5.6 British Standard 1377:1990, ‘Methods of Test for Soils for Civil Engineering Purposes’.

5.7 MCERTS Performance Standard for Laboratories Undertaking Chemical Testing of Soil’ v2, Feb 2003.

5.8 ISO 14688 Part 1:2002 and Part 2:2004, ‘Geotechnical Investigation and Testing – Identification and Classification of Soil’.

For and on behalf of Ian Farmer Associates (1998) Limited

J H Walker A.C Owen BSc(Hons) MESci(Hons.) MRes FGS Graduate Engineering Geologist Principal Environmental Geologist

jessica.walker

Stamp

jessica.walker

Stamp

APPENDIX 1

DRAWINGS

Figure A1.1

Site Location Plan

Scale: NTS

21232Tamworth Golf Course

SITE

APPENDIX 2

SITE WORK

Appendix 2 pages ii/i-ii/ii ii/i

APPENDIX 2

GENERAL NOTES ON SITE WORKS

A2.1 SITE WORK

A2.1.1 General

Site work is carried out in general accordance with the guidelines given in ISO 1997, ref 5.4 and BS 5930, ref 5.3.

A2.1.2 Drive-in Window Sampler

The drive-in window sampler, consists generally of a track mounted window sampler and a series of cylindrical sample tubes, generally varying in diameter from 98mm to 35mm. A cutting shoe is fitted to the bottom of each tube, while a window, representing about a quarter of the circumference, is cut along the length of the tube. Soil samples are extracted through the window of the tube.

The sample tube is driven by a drop weight, which can also be used for dynamic probing and standard SPT tests and the borehole is extended by using progressively smaller diameter tubes.

Alternatively, undisturbed samples may be collected in plastic liners, known as windowless sampling.

A2.2 IN-SITU TESTS

A2.2.1 Standard Penetration Test

The Standard Penetration Test is carried out in accordance with the proposals recommended by ISO 1997, ref 5.4, BS 1377, Part 9, 1990 ref 5.6.

The standard penetration test, SPT, covers the determination of the resistance of soils to the penetration of a split barrel sampler. A 50mm diameter split barrel sampler is driven 450mm into the soil using a 63.5kg hammer with a 760mm drop. The penetration resistance is expressed as the number of blows required to obtain 300mm penetration below an initial seating drive of 150mm through any disturbed ground at the bottom of the borehole. The number of blows to achieve the standard penetration of 300mm is reported as the ‘N’ value.

The test is generally carried out in fine soils, however, it may also be carried out in coarse granular soils, weak rocks and glacial tills using the same procedure as for the SPT but with a 50mm diameter, 60° apex solid cone replacing the split spoon sampler, CPT.

When attempting the standard penetration test in very dense material or weathered rocks it may be necessary to terminate the test before completion to prevent damage to the equipment. In these circumstances it is important to distinguish how the blow count relates to the penetration of the sampler. This may be achieved in the following manner:

Where the seating drive has been completed, the test drive is terminated if 50 blows are reached before the full penetration of 300mm is achieved. The penetration for 50 blows is recorded and an approximate N value obtained by linear extrapolation of the number of blows for the partial test drive.

If the seating drive of 150mm is not achieved within the first 25 blows, the penetration after 25 blows is recorded and the test drive then commenced.

Appendix 2 pages ii/i-ii/ii ii/ii

For tests in soft rocks, the test drive should be terminated after 100 blows where the penetration of 300mm has not been achieved.

The N-value obtained from the Standard Penetration Test may be used to assess the relative density of sands and gravels as follows:

Term SPT N-Value : Blows/300mm Penetration

Very Loose

Loose

Medium Dense

Dense

Very Dense

0 - 4

4 - 10

10 - 30

30 - 50

Over 50

A2.3 SAMPLES

A2.3.1 General

Samples have been recovered and stored in accordance with the guidelines given in BS 5930, ref 5.31.1.

B represents large bulk disturbed samples

D represents small disturbed sample in plastic tub

L represents undisturbed sample in a plastic liner

E represents disturbed samples for environmental testing in appropriate containers

represents water strike

represents level to which water rose

A2.4 DESCRIPTION OF SOILS

A2.4.1 General

The procedures and principles given in ISO 14688 Parts 1 and 2, ref 5.8, supplemented by section 6 of BS 5930, ref. 5.3 have been used in the soil descriptions contained within this report.

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r

Legend InstrDescriptionDepth

(m)(Thickness)

Depth(m)

Level(mOD)Sample / Tests

Remarks Scale(approx)

LoggedBy

Figure No.

21232.WS1

1:50 CW

Pit to 1.20m

Tamworth Golf Course

Tamworth Borough Council

Atkins Ltd

21232

WS1

Number

67.37

424458 E 304387 N28/04/2014

Produced by the GEOtechnical DAtabase SYstem (GEODASY) (C) all rights reserved

Excavation Method Dimensions

WaterDepth(m)

Field Records

Drive-in Window Sampler

1

(0.15) TOPSOIL67.22 0.15

(2.80)

MADE GROUND: Light brown, mottled grey, claywith rare oxidized black staining.

At 1.40m: Frequent oxidized black staining.

64.42 2.95

(0.85)

Yellow grey, fine to medium SAND with raresandstone cobble. (Pennine Middle CoalMeasures Formation)

63.57 3.80(0.20) Grey MUDSTONE, recovered as friable fragments

of gravel. (Pennine Middle Coal MeasuresFormation)

63.37 4.00

Complete at 4.00m

Groundwater not encountered.

0.50 E1

1.20-1.65 SPT N=12 1,3/2,3,3,41.20 D11.20-2.00 B11.50 E2

Seepage(1) at 2.00m.2.00-2.45 SPT N=24 1,1/3,4,7,102.00 D2

3.00-3.45 SPT N=19 3,4/4,4,5,63.00 D3

Excavating from 0.00m to 1.20m.

1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS2

1:50 HP

Pit to 1.20m



Atkins Ltd

21232

WS2

Number

66.93

424467 E 304343 N28/04/2014



WaterDepth(m)

Field Records


(0.15) TOPSOIL and grass.66.78 0.15(0.15)

MADE GROUND: Soft, dark brown to grey, sandy,slightly gravelly clay and frequent rootlets. Gravelis fine to coarse, angular to subangular sandstoneand occasional coal. (Colliery Spoil)

66.63 0.30

(0.60)

MADE GROUND: Soft to firm, brown mottled grey,sandy, slightly gravelly clay and frequent blackspecs and ash. (Colliery Spoil)

66.03 0.90

(1.10) MADE GROUND: Firm, red mottled grey, silty clay.(Reworked). (Colliery Spoil)

Below 1.40m: Brown, mottled grey, withfrequent black specks.

64.93 2.00

(0.90)

Firm, brown mottled grey, silty CLAY with somefine to coarse, angular to subangular mediumsized lithorelicts. (Pennine Middle Coal MeasuresFormation)

64.03 2.90Brown, slightly cemented, silty, fine SAND withsome fine to coarse, angular to subangular gravelsized lithorelicts. (Pennine Middle Coal MeasuresFormation)

63.93 3.00

Complete at 3.00m


0.20 E1

0.50 B10.50 E2

1.00 B21.00 E31.20-1.65 SPT N=14 1,1/3,3,3,51.20 D11.40-2.00 B3

2.00-2.45 SPT N=14 2,2/2,3,4,52.00 D22.00-2.90 B4

3.00-3.45 SPT N=42 8,8/10,8,12,123.00 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS3

1:50 HP

Pit to 1.20m



Atkins Ltd

21232

WS3

Number

67.67

424458 E 304283 N28/04/2014



WaterDepth(m)

Field Records


1

1


MADE GROUND: Soft, dark brown, very sandy,slightly gravelly, clay and frequent rootlets. Gravelis fine to coarse, angular to subangular sandstoneand coal. (Colliery Spoil)

67.37 0.30

(0.40)

MADE GROUND: Brown, damp, very gravelly,slightly clayey, fine to coarse, sand. Gravel is fineto coarse, angular to subangular sandstone.(Colliery Spoil)

66.97 0.70

(2.00)

Firm, brown mottled grey, silty CLAY withcarbonised inclusions. (Colliery Spoil)

At 1.10m: Red mottled grey.At 1.70m: Becoming sandy and slightlygravelly. Gravel is fine to coarse, angular tosubangular sandstone.Below 2.00m: Very sandy, and very gravelly.Gravel is fine to coarse, angular to subangularsandstone.

64.97 2.70(0.30)

Brown, mottled, clayey, fine to coarse SAND withsome black specs. (Halesowen Formation)

64.67 3.00Complete at 3.00m

0.20 E1

0.50 B10.50 E20.80 D1

1.10 D21.20-1.65 SPT N=15 2,2/2,4,4,51.20 D31.20-2.00 B2

Fast(1) at 2.00m, rose to0.85m in 20 mins.

2.00-2.45 SPT N=13 3,3/3,3,3,4

2.00 D42.00-2.70 B3

3.00-3.41 SPT 50/255 10,8/10,8,12,203.00 D5


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS4

1:50 HP

Pit to 1.20m



Atkins Ltd

21232

WS4

Number

67.64

424454 E 304204 N28/04/2014



WaterDepth(m)

Field Records



MADE GROUND: Soft, dark brown, sandy, slightlygravelly, clay and frequent rootlets. Gravel is fineto coarse, angular to subangular, sandstone, coal,brick and glass. (Colliery Spoil)

67.29 0.35

(0.85)

MADE GROUND: Soft, brown mottled grey, silty,sandy clay and frequent black specks. (Reworked)(Colliery Spoil)66.44 1.20

(0.60)Soft, dark, very sandy, brown mottled grey, siltyCLAY. (Superficial Deposits)

65.84 1.80

(0.65)

Firm, brown mottled grey, silty CLAY. (SuperficialDeposits)

Below 1.90m: Grey.



0.20 E1

0.80 B10.80 E2

1.20-1.65 SPT N=5 1/1,1,2,11.20 D11.20-1.80 B2

2.00-2.45 SPT N=15 2,2/2,4,4,52.00 D2


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r

LegendDescriptionDepth

(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS5

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS5

Number

67.97

424348 E 304435 N28/04/2014



WaterDepth(m)

Field Records


(0.40)TOPSOIL

67.57 0.40(0.30)

MADE GROUND: Soft, light brown mottled grey, slightlysandy clay. Sand is coarse with rare, angular tosubrounded, medium gravel of sandstone.67.27 0.70

(2.05)

Grey MUDSTONE, recovered as friable gravel sizefragments. (Pennine Middle Coal Measures Formation)



0.25 E1

1.20-1.65 SPT N=13 1,1/2,3,4,41.20 D11.20-2.00 B11.50 E2

2.00-2.45 SPT N=19 1,2/3,5,5,62.00 D2

3.00-3.45 SPT N=17 2,3/3,5,4,53.00 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS6

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS6

Number

68.76

424085 E 304426 N28/04/2014



WaterDepth(m)

Field Records


(0.25) TOPSOIL68.51 0.25

(2.85)

MADE GROUND: Grey brown, reworked sandy, slightlygravelly clay. Sand is fine to coarse. Gravel is subangular tosubrounded of ironstone and frequent oxidized blackstaining.

At 1.80m: Band of red, mottled grey, clay.

65.66 3.10

(0.90)

Grey MUDSTONE, recovered as friable gravel sizedfragments. (Halesowen Formation)



0.50 E1

1.20-1.65 SPT N=17 2,3/3,4,3,71.20 D11.20-2.00 B11.50 E2

2.00-2.45 SPT N=14 2,3/3,3,3,52.00 D2

3.00-3.45 SPT N=33 4,5/6,7,9,113.00 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS7

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS7

Number

72.99

423984 E 304311 N28/04/2014



WaterDepth(m)

Field Records


TOPSOIL72.89 0.10

(0.70)MADE GROUND: Dark grey, sandy, gravelly clay.Sand is fine to coarse. Gravel is subangular tosubrounded, fine of oxidized black ironstone.

72.19 0.80

(0.80)

MADE GROUND: Soft, light brown mottled greyclay with rare rootlets.

At 1.50m: Oxidized black staining.71.39 1.60

(2.30)

MADE GROUND: Grey mottled brown and redclay, with occasional angular gravel of coal.(Colliery Spoil)

69.09 3.90MUDSTONE. (Pennine Middle Coal MeasuresFormation)

68.99 4.00

Complete at 4.00m


0.50 E1

1.20-1.65 SPT N=11 1,2/2,3,3,31.20 D11.20-2.00 B11.50 E2

2.00-2.45 SPT N=14 2,3/3,3,3,52.00 D2

3.00-3.45 SPT N=25 2,3/4,5,5,113.00 D3

4.00-4.44 SPT 50/290 5,6/10,14,14,124.00 D4


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS8

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS8

Number

78.41

424168 E 304280 N28/04/2014



WaterDepth(m)

Field Records


TOPSOIL78.31 0.10

(1.10)

MADE GROUND: Brown to yellow, gravelly sand. Sand iscoarse. Gravel is subangular to subrounded, fine tomedium of oxidized black ionstone.

77.21 1.20

(0.60)

MADE GROUND: Soft, grey, slightly sandy, slightly gravellyclay. Sand is fine to coarse. Gravel is subangular tosubrounded, fine to medium of oxidzed ironstone,mudstone and rare fragments of brick.

76.61 1.80

(2.10)

Yellow SAND. Sand is coarse with brown iron staining.Possibly highly weathered sandstone. (HalesowenFormation)

74.51 3.90Grey MUDSTONE recovered as friable gravel fragments.(Halesowen Formation)

74.41 4.00

Complete at 4.00m


0.25 E1

1.20-1.65 SPT N=14 1,2/2,3,3,61.20 D11.20 D51.20-2.00 B11.50 E2

2.00-2.45 SPT N=31 2,3/4,7,8,122.00 D2

2.80-3.25 SPT N=20 3,4/7,4,4,52.80 D3

3.90-4.35 SPT N=23 4,7/7,3,6,73.90 D4


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS9

1:50 HP

Pit to 1.20m



Atkins Ltd

21232

WS9

Number

71.06

424304 E 304095 N28/04/2014



WaterDepth(m)

Field Records


(0.15) TOPSOIL and grass.70.91 0.15

MADE GROUND: Soft, dark brown, slightly sandy, slightlygravelly clay. Gravel is fine to coarse, angular to subangularsandstone and ash. (Colliery Spoil)

70.81 0.25(0.35)

MADE GROUND: Soft, brown to dark brown, slightly sandy,slightly gravelly clay. Gravel is fine to coarse sandstone andash. (Colliery Spoil)

70.46 0.60

(1.30) Firm, brown/orange brown mottled grey, silty CLAY.(Superficial Deposits)

69.16 1.90Brown/orange brown, very silty, slightly cemented, fine tocoarse SAND. (Halesowen Formation)

69.06 2.00

Complete at 2.00m

Groundwater not encountered

0.20 E1

0.50 B10.50 E2

1.00 B2

1.20-1.65 SPT N=11 2,2/2,3,3,31.20 D11.20-1.90 B3

2.00-2.33 SPT 50/181 5,9/14,15,212.00 D2


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS10

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS10

Number

79.38

424126 E 303986 N29/04/2014



WaterDepth(m)

Field Records


1

(0.15) TOPSOIL79.23 0.15

(0.45) MADE GROUND: Black, sandy, silty, slightlyclayey gravel. Sand is fine to coarse. Gravel issubangular to subrounded, fine to medium of ash,clinker, ironstone and rare red burnt shale.(Colliery Spoil)

78.78 0.60

(1.40)

MADE GROUND: Yellow, reworked, silty, clayey,sand and gravel. Sand is coarse. Gravel issubangular to subrounded, fine to medium ofsandstone.

77.38 2.00

(1.10)

MADE GROUND: Grey, reworked, mottled brownclay with occasional oxidized iron staining.

76.28 3.10

(0.90)

Grey, weak MUDSTONE, recovered as friablegravel fragments. (Halesowen Formation)


0.50 E1

1.20-1.65 SPT N=9 1,2/2,1,2,41.20 D11.20-2.00 B11.50 E2

Water strike(1) at 2.00m.2.00-2.45 SPT N=18 2,2/4,4,5,52.00 D2

3.00-3.45 SPT N=18 3,3/3,4,5,63.00 D33.10 B2

4.00-4.45 SPT N=37 6,6/7,10,10,104.00 D4


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS11

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS11

Number

82.31

423957 E 303873 N29/04/2014



WaterDepth(m)

Field Records


(0.30) TOPSOIL

82.01 0.30

(2.70)

MADE GROUND: Brown reworked mottled grey clay.

Between 1.45m and 1.60m: Band of red mottled greyclay with rare, subangular to subrounded, fine tomedium gravel of ironstone and ash.

79.31 3.00Light grey, weak, fissured siltstone with oxidized ironstaining. (Haleswoen Formation)

79.21 3.10

Complete at 3.10m


0.50 E1

1.20-1.65 SPT N=16 1,2/3,4,4,51.20 D11.20-2.00 B1

2.00-2.45 SPT N=25 3,4/5,4,6,102.00 B22.00 D2

2.50 E2

3.00-3.40 SPT 50/245 8,8/20,20,103.00 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS12

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS12

Number

84.01

424169 E 303749 N29/04/2014



WaterDepth(m)

Field Records


(0.20) TOPSOIL83.81 0.20

(3.60)

MADE GROUND: Black, sandy, slightly clayey gravel. Sandis fine to coarse. Gravel is angular to subangular, fine tomedium of concrete, slag, brick, siltstone, coal, clinker, ashand mudstone. (Colliery Spoil)

Between 0.90m and 1.00m: Band of red, slightlygravelly clay.At 1.00m: Increase in coal fragments.

80.21 3.80(0.20) Soft, grey, mottled brown CLAY with occasional subrounded

to rounded, fine to medium gravel of ironstone. (PennineMiddle Coal Measures Formation)

80.01 4.00

Complete at 4.00m


0.50 E1

1.20-1.65 SPT N=8 1,2/2,2,2,21.20 D11.20-2.00 B1

2.00-2.45 SPT N=17 4,4/6,5,3,32.00 D2

2.50 E2

3.00-3.45 SPT N=9 2,1/2,2,2,33.00 D3

4.00-4.45 SPT N=20 5,4/5,5,5,54.00 D4


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS13

1:50 HP

Pit to 1.20m



Atkins Ltd

21232

WS13

Number

76.03

424282 E 303782 N28/04/2014



WaterDepth(m)

Field Records



MADE GROUND: Soft, dark brown to grey, sandy, slightlygravelly clay and frequent rootlets.

75.63 0.40

(1.40)

MADE GROUND: Soft, dark red to dark brown, sandy,gravelly clay. Gravel is brick, ash and coal. (Colliery Spoil)

74.23 1.80

(1.10)

MADE GROUND: Dark red, sandy gravel. Gravel is fine tocoarse, angular to subangular ash. (Colliery Spoil)

Between 1.30m to 1.80m: Becoming grey and clayey.

73.13 2.90Soft, grey to dark grey, silty CLAY. (Alluvium)73.03 3.00

Complete at 3.00m

Terminated at 3.00m as kept collapsing.Groundwater not encountered.

0.20 E1

0.50 B10.50 E2

1.20-1.65 SPT N=6 1,2/1,1,2,21.20 D1

2.00-2.45 SPT N=4 2,2/1,1,1,12.00 D2

3.00 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS14

1:50 CW



Atkins Ltd

21232

WS14

Number

87.87

424126 E 303683 N29/04/2014



WaterDepth(m)

Field Records


TOPSOIL.87.82 0.05

(0.35)MADE GROUND: Red brown, sand and gravel. Sand is fineto coarse. Gravel is angular to subangular of red shale.

87.47 0.40

Complete at 0.40m

Terminated at 0.40m as ground was too compacted to dig.

0.25 E1

1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS14A

1:50 CW



Atkins Ltd

21232

WS14A

Number

87.60

424129 E 303679 N29/04/2014



WaterDepth(m)

Field Records


TOPSOIL87.55 0.05

(0.15)

MADE GROUND: Large, grey foundation block.87.40 0.20

Complete at 0.20m

Terminated at 0.20m.

0.20 D1

1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS14B

1:50

Pit to 0.70m



Atkins Ltd

21232

WS14B

Number

87.78

424137 E 303671 N29/04/2014



WaterDepth(m)

Field Records


TOPSOIL.87.73 0.05

(0.65) MADE GROUND: Grey black, sandy, gravelly clay. Sand isfine to coarse. Gravel is angular to subangular of coal, redburnt shale, grey brick and mudstone.


Terminate at 0.70m.Groundwater not encountered.

0.70 E1


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS14

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS14C

Number

87.49

424105 E 303671 N29/04/2014



WaterDepth(m)

Field Records


1

TOPSOIL87.39 0.10(0.30)

MADE GROUND: Red brown, sand and gravel. Sand is fineto coarse. Gravel is angular to subangular of red shale.

87.09 0.40

(1.80)

MADE GROUND: Grey, black, gravely clay. Gravel is fine tomedium, of ironstone, coal, and weathered mudstone.(Colliery Spoil)

85.29 2.20

(0.80)

MADE GROUND: Grey, light brown, clay with occasionalangular, fine to medium gravel of coal. (Colliery Spoil)

84.49 3.00

(1.80)

Yellow, silty, clayey, SAND with rare gravel of subroundedto rounded, fine to medium sandstone. (Colliery Spoil)

82.69 4.80(0.20) Very weak, light brown, weathered SILTSTONE, recovered

as firm, clayey silt. (Pennine Middle Coal MeasuresFormation)

82.49 5.00

Complete at 5.00m

1.20-1.65 SPT N=9 2,2/3,2,2,21.20 B11.20 D11.50 E1

2.00-2.45 SPT N=7 1,2/1,2,2,22.00 D2

Seepage(1) at 2.20m.

3.00-3.45 SPT N=12 7,5/3,3,3,33.00 D3

4.00-4.45 SPT N=19 4,4/4,5,5,54.00 D4

5.00-5.45 SPT N=37 6,6/7,8,10,125.00 D5


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS15

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS15

Number

88.04

424170 E 303686 N29/04/2014



WaterDepth(m)

Field Records


1

2

TOPSOIL87.94 0.10

(0.90)

MADE GROUND: Black, sandy, slightly clayeygravel. Sand is coarse. Gravel is angular tosubrounded, of clinker, ash, brick, siltstone withrare cobbles of brick. (Colliery Spoil)

87.04 1.00

(0.50)

MADE GROUND: Black, sandy, slightly clayey,gravel. Sand is fine to coarse. Gravel is angular tosubrounded, fine to medium concrete, slag, brick,siltstone, coal, clinker, ash and mudstone. (CollierySpoil)

86.54 1.50

(2.40)

MADE GROUND: Light grey, clayey, gravel.Gravel is angular to subangular, fine to medium ofsiltstone. (Colliery Spoil)

84.14 3.90

(1.00)

MADE GROUND: Grey clay with occasionalangular to subangular, fine to medium fragmentsof coal. (Colliery Spoil)

83.14 4.90

(1.90)

MADE GROUND: Dark brown to red, angular tosubangular, fine to medium gravel of ironstone andred burnt shale. (Colliery Spoil)

81.24 6.80(0.20) Soft, dark grey, silty, slightly sandy clay with

oxidized black organic matter. Sand is fine.(Alluvium)

81.04 7.00

Complete at 7.00m

0.50 E1

1.20-1.65 SPT N=7 1,1/1,2,2,21.20 D11.20-2.00 B11.50 E2

2.00-2.45 SPT N=10 1,2/2,2,3,32.00 D2


3.00-3.45 SPT N=9 2,3/2,2,2,33.00 D3

4.00-4.45 SPT N=7 2,1/1,2,2,24.00 D4

5.00-5.45 SPT N=14 1,1/3,3,3,55.00 D5

6.00-6.45 SPT N=9 3,3/2,2,2,36.00 D6


7.00-7.45 SPT N=12 1,1/1,1,5,57.00 D7


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS16

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS16

Number

89.12

424166 E 303614 N29/04/2014



WaterDepth(m)

Field Records


TOPSOIL89.02 0.10

(2.55)

MADE GROUND: Dark brown, black, sandy gravel. Sand iscoarse. Gravel is angular to subangular, fine to medium ofslag, coal, ash. (Colliery Spoil)

From 0.40m to 0.45m: Band of red burnt shale.

From 0.85m to 0.95m: Large, gravel size ironstonenodule.

At 1.85m: Increase in fragments of coal.

86.47 2.65

(1.25)

MADE GROUND: Sandy gravel, sand is coarse. Gravel issubangular to subrounded of clinker. (Colliery Spoil)

85.22 3.90

(4.95)

MADE GROUND: Silty, gravelly clay. Gravel is subangularto subrounded of coal, mudstone and siltstone. (CollierySpoil)

Alternate layers of MADE GROUND with yellow to greyto black, fine to medium, subangular to subrounded,slag and clinker.

80.27 8.85(0.15) Soft, dark grey, silty clay with oxidized black organic matter

and organic odour. (Alluvium)80.12 9.00

Complete at 9.00m

Groundwater not encountered

0.25 E1

1.20-1.65 SPT N=11 5,3/2,2,4,31.20-2.00 B11.50 E2

2.00-2.45 SPT N=10 4,3/3,2,3,22.00 D1

3.00-3.45 SPT N=10 2,3/3,3,2,23.00 D2

4.00-4.45 SPT N=14 3,3/4,4,3,34.00 D3

5.00-5.45 SPT N=12 3,2/2,3,4,35.00 D4

6.00-6.45 SPT N=12 4,3/3,3,3,36.00 D5

7.00-7.45 SPT N=16 4,4/4,4,5,37.00 D6

8.00-8.45 SPT N=22 5,5/5,6,5,6

9.00-9.45 SPT N=19 2,3/4,4,5,69.00 D7


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS17

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS17

Number

89.15

424140 E 303536 N30/04/2014



WaterDepth(m)

Field Records


(0.20) TOPSOIL.88.95 0.20

(0.90)

MADE GROUND: Black, slightly clayey, sand andgravel. Sand is fine to coarse, gravel is subangularto subrounded, fine to medium of mudstone, ash,clinker and ironstone. (Colliery Spoil)

88.05 1.10

(1.30)

MADE GROUND: Grey, silty, sandy gravel. Sandis fine to coarse, gravel is angular to subrounded,of mudstone and rare coal and ironstone. (CollierySpoil)

Between 0.95m and 1.10m: Band of dark red,fine to coarse sand.

86.75 2.40

(0.55)

Yellow, slightly clayey, occasionaly gravelly SAND.Sand is fine to coarse. Gravel is subangular tosubrounded of weathered sandstone. (HalesowenFormation)

86.20 2.95Yellow, fissured SANDSTONE with oxidized ironstaining in fissures. Recovered as medium gravel.(Halesowen Formation)

86.15 3.00

Complete at 3.00m


0.50 E1

1.20-1.65 SPT N=13 4,4/4,3,3,31.20 D11.50 E2

2.00-2.45 SPT N=7 2,1/2,1,2,22.00 D2

2.65-3.00 B1

3.00-3.45 SPT N=21 4,4/4,5,7,53.00 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS18

1:50 HP

Pit to 1.20m



Atkins Ltd

21232

WS18

Number

84.81

424325 E 303568 N28/04/2014



WaterDepth(m)

Field Records


(0.25) TOPSOIL and grass.84.56 0.25

(4.45)

MADE GROUND: Dark brown, slightly clayey, very gravelly,fine to coarse sand. Gravel is fine to coarse, angular tosubangular ash. (Colliery Spoil)

Below 0.40m: Dark red.Below 0.60m: Occasional cobbles.

Below 1.90m: Red.

At 3.40m: Grey.

Below 3.70m: Multi-coloured.

Below 4.00m: Damp

80.11 4.70

(0.75)

Stiff, grey, thinly laminated, silty CLAY with frequent redstaining. (Pennine Middle Coal Measures Formation)

At 5.00m: Occasional sandstone lenses.



0.30 E1

0.50 D1

1.20-1.65 SPT N=5 2,2/2,1,1,11.20 D21.20-2.00 B1

2.00-2.45 SPT N=1 1/,12.00 D3

3.00-3.45 SPT N=4 1/1,1,1,13.00 D4

4.00-4.45 SPT N=3 2,1/1,,1,14.00 D5

5.00-5.45 SPT N=16 4,4/4,4,4,45.00 D6


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS19

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS19

Number

85.24

424258 E 303479 N30/04/2014



WaterDepth(m)

Field Records


(0.30) TOPSOIL.

84.94 0.30

(0.60)

Yellow, gravelly SAND. Sand is fine to coarse.Gravel is subangular to subrounded, fine tomedium, of sandstone. (Halesowen Formation)

84.34 0.90(0.30)

Light hellow brown, weakly cemented, oxidisedSANDSTONE. (Halesowen Formation)



0.50 E1

1.20-1.51 SPT 50/160 7,8/21,21,81.20 D1


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS20

1:50

Pit to 1.20m



Atkins Ltd

21232

WS20

Number

98.24

424085 E 303396 N02/05/2014



WaterDepth(m)

Field Records


(3.90)

MADE GROUND: Brown, black, sandy, clayey, gravel.Sand is fine to coarse. Gravel is fine to large of brick,concrete, ironstone, sandstone, quartz, with black, organicstaining and organic odour.

Between 1.80m and 3.00m: Band of partially burnt andoxidised, black, fine, gravel size fragments of organicmatter, and wood with occasional fine gravel sizefragmetns of ceramic, glass and copper wire.

94.34 3.90Yellow, fine to coarse SAND with occasional fine to medium,gravel of sandstone and rare subangular to subrounded,fine to medium gravel of ironstone. (Halesowen Formation)

94.24 4.00

Complete at 4.00m

Refused at 4.00m.Groundwater not encountered.

0.50 E1

1.00 D1

1.20-1.65 SPT N=7 2,1/1,2,2,2

4.00-4.45 SPT N=17 3,3/4,4,4,54.00 D2


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS21

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS21

Number

91.81

424147 E 303432 N30/04/2014



WaterDepth(m)

Field Records


(0.20) TOPSOIL91.61 0.20

(0.90)

MADE GROUND: Brown, silty, sandy, gravellyCLAY. Sand is fine to coarse. Gravel is angular tosubrounded, of porcelain, glass, and stone, withoccasional rootlets.

90.71 1.10

(2.00)

MADE GROUND: Brown, silty, slightly gravellyCLAY. Gravel is sr-r, fine to medium of ironstoneand rare subangular, medium size gravel ofmudstone.

88.71 3.10

(0.85)

MADE GROUND: Yellow, slightly clayey, fine tocoarse reworked sand with occasional browndiscolouration and fine gravel size fragments ofcalcite and oxidized black organic matter.

87.86 3.95Yellow, hightly weathered SANDSTONE,recovered as fine to coarse sand. (HalesowenFormation)

87.81 4.00

Complete at 4.00m


0.20 B20.25 E1

1.00 D11.00 E21.00-2.00 B11.20-1.65 SPT N=13 4,6/5,2,3,3

2.00-2.45 SPT N=25 4,4/12,3,6,42.00 D2

3.00-3.45 SPT N=8 1,1/2,1,3,23.00 D3

4.00-4.45 SPT N=32 6,8/8,8,8,84.00 D4


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS22

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS22

Number

101.81

424128 E 303297 N02/05/2014



WaterDepth(m)

Field Records


(0.25) TOPSOIL101.56 0.25

(0.65)

Yellow, fine to coarse SAND with occasional angular tosubangular, fine to medium gravel of sandstone.(Halesowen Formation)

100.91 0.90Very weak, yellow, highly weathered SANDSTONE,recovered as friable gravel and sand. (HalesowenFormation)

100.81 1.00

Complete at 1.20m


0.50 E1

0.90-1.00 D11.00 D2

1.20-1.47 SPT 50/115 8,8/21,29


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS23

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS23

Number

108.92

424172 E 303196 N01/05/2014



WaterDepth(m)

Field Records


(3.50)

MADE GROUND: Brown, silty, gravelly, clay. Gravel issangular to rounded, fine to large, of brick, PFA block,sandstone, ironstone, quartz,, organic matter, wood, withorganic odour.

105.42 3.50Complete at 3.50m

Refused at 3.50m.Groundwater not encountered.Excavating from 0.00m to 1.20m.

1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS24

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS24

Number

96.24

424273 E 303272 N01/05/2014



WaterDepth(m)

Field Records


TOPSOIL96.19 0.05

(3.35)

Yellow, silty SAND with occasional angular, fine to mediumgravel of sandstone and rare ironstone. (HalesowenFormation)

92.84 3.40(0.20) Yellow, hightly weathered SANDSTONE, recovered as fine

to coarse, sand with occasional large gravel of sandstone.(Halesowen Formation)

92.64 3.60

Complete at 3.60m

Terminated on SPT refusal 3.60m.Groundwater not encountered.

0.50 E1

1.20-1.65 SPT N=20 4,4/4,5,5,61.20 D4

2.00-2.45 SPT N=32 3,4/4,8,8,122.00 D1

3.00-3.45 SPT N=30 4,4/6,6,6,123.00 D2

3.50-3.82 SPT 50/170 6,8/16,24,103.60 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS25

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS25

Number

88.02

424523 E 303216 N01/05/2014



WaterDepth(m)

Field Records


(0.15) TOPSOIL.87.87 0.15

(1.35)

Yellow, silty, gravelly SAND. Sand is fine to coarse. Gravelis subangular to subrounded, fine to medium of sandstone.(Halesowen Formation)

86.52 1.50

(0.45)

Grey brown, clayey GRAVEL. Gravel is subangular tosubrounded, fine to medium of mudstone and occasionalironstone. (Halesown Formation)

86.07 1.95Yellow, with oxidised ironstaining, fissured SANDSTONE,recovered as friable gravel. (Halesowen Formation)

86.02 2.00

Complete at 2.00m


0.50 E1

1.20-1.65 SPT N=16 3,3/4,4,4,41.20 D11.50 E21.50-2.00 B1

2.00-2.34 SPT 50/190 2,3/14,16,202.00 D2


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS26

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS26

Number

110.26

424104 E 303132 N30/04/2014



WaterDepth(m)

Field Records


(0.15) TOPSOIL.110.11 0.15

(2.05)

Brown, SAND and GRAVEL. Sand is fine tocoarse. Gravel is subangular to subrounded, fineto medium of sandstone with rare fine to mediumgravel of ironstone. (Halesowen Formation)

108.06 2.20Complete at 2.20m

0.10 E1

Terminated on SPT at 2.20m.Groundwater not encountered.

1.20-1.65 SPT N=24 6,6/6,6,6,61.20 D11.50-2.20 B1

2.00-2.35 SPT 50/200 6,8/22,24,4

2.20 D2


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS27

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS27

Number

108.21

424266 E 303063 N01/05/2014



WaterDepth(m)

Field Records


1

(0.15) TOPSOIL.108.06 0.15

(1.85)

MADE GROUND: Yellow, reworked, gravellySAND. Sand is fine to coarse. Gravel issubangular to subrounded, fine to large ofsandstone with occasional cobbles of sandstone.

106.21 2.00

(0.80)

Light yellow brown mottled grey, very silty CLAYwith rare calcareous inclusions. (SuperficialDeposits)

105.41 2.80

(1.20)

Weak, grey and red purple SILTSTONE,recovered as friable gravel. (HalesowenFormation)

104.21 4.00Complete at 4.00m

0.15 E1

1.20-1.65 SPT N=32 8,7/15,6,6,51.20 D11.50 E2

Seepage(1) at 1.95m.2.00-2.45 SPT N=30 4,5/5,7,8,102.00 B1

2.00 D2

2.80-3.25 SPT N=32 6,6/6,8,8,10

4.00-4.28 SPT 35/125 8,15/15,204.00 D34.00 D4


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS28

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS28

Number

107.43

424261 E 302976 N01/05/2014



WaterDepth(m)

Field Records


(0.15) TOPSOIL107.28 0.15

(1.85)

Yellow, gravelly SAND. Sand is fine to coarse. Gravel isangular to subangular, fine to large of sandstone withcobbles of sandstone. (Halesowen Formation)

105.43 2.00Complete at 2.00m

Terminated on SPT refusal at 2.00m.Groundwater not encountered.

0.50 E1

1.00 D1

1.20-1.65 SPT N=40 6,7/6,10,16,8

2.00-2.24 SPT 50/85 7,7/16,342.00 D2


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS29

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS29

Number

105.87

424124 E 302831 N30/04/2014



WaterDepth(m)

Field Records


1

TOPSOIL105.77 0.10

(1.80)

Yellow GRAVEL and SAND. Sand is fine to coarse. Gravelis fine to large, subangular to subrounded of sandstone.(Halesowen Formation)

103.97 1.90

(0.60)

Grey, sandy, gravelly CLAY. Sand is fine to coarse. Gravelis subangular, large of sandstone. (Halesowen Formation)

103.37 2.50Firm, red, weathered, SILTSTONE, recovered as firm,gravelly clay. (Halesowen Formation)

103.27 2.60

Complete at 2.60m

0.50 E1

Water strike(1) at 0.90m.0.90-1.35 SPT N=17 3,7/6,3,4,41.00 D1

1.60-2.60 B1

2.00-2.45 SPT N=22 4,4/4,6,6,62.00 D2

2.60-3.05 SPT N=36 6,6/8,8,8,122.60 D3


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS30

1:50 CW

Pit to 0.45m



Atkins Ltd

21232

WS30

Number

102.73

424133 E 302655 N30/04/2014



WaterDepth(m)

Field Records


(0.15) TOPSOIL102.58 0.15(0.30) MADE GROUND: Brown, sandy, slightly clayey gravel.

Sand is fine to coarse. Gravel is sangular to rounded ofquartz and ironstone, with rare cobble of subangularsandstone.

102.28 0.45

Complete at 0.45m

Terminated at 0.45m due to pit flooding in possible french drain.Excavating from 0.00m to 0.45m.

1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS30A

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS30A

Number

102.73

424133 E 302655 N30/04/2014



WaterDepth(m)

Field Records


(0.20) TOPSOIL102.53 0.20

(0.20) COBBLES of angular to subangular sandstone.102.33 0.40

(2.10)

Yellow, gravelly SAND. Sand is fine to coarse.Gravel is subangular to subrounded, fine tomedium of sandstone. (Halesowen Formation)

100.23 2.50Grey, sandy SILT. Sand is fine to coarse with raresr-r, fine to medium gravel of ironstone and(stone?) (Halesowen Formation)

100.13 2.60

(1.10)Grey, brown, gravelly weathered SAND. Sand isfine to coarse. Gravel is subrounded to roundedironstone and quartz. (Halesowen Formation)

99.03 3.70(0.30)

Firm, red brown, SILTSTONE recovered as fine tomedium gravel. (Halesowen Formation)


Terminated on SPT.

0.15 E1


0.70-1.15 SPT N=8 1,2/2,2,2,20.70 D11.00 D2

1.20-1.65 SPT N=11 2,1/2,2,3,41.20-2.00 B1

2.00-2.45 SPT N=5 2,2/1,1,1,22.00 D3

3.00-3.45 SPT N=17 2,2/3,4,5,53.00 D43.20 B2

4.00-4.45 SPT N=27 5,5/6,6,7,84.00 D5


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS31

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS31

Number

103.80

424195 E 303207 N02/05/2014



WaterDepth(m)

Field Records


(0.30) TOPSOIL.

103.50 0.30

(1.30)

Yellow, silty, slightly gravelly SAND. Sand is fine to coarse.Gravel is sr-r, of siltstone, sandstone and occasionalironstone. Possibly highly weathered sandstone.(Halesowen Formation)

102.20 1.60Complete at 1.60m

Terminated on SPT refusal at 1.60m on siltstone.

0.15 E1


1.20-1.65 SPT N=21 3,3/3,4,4,101.20 D1

1.60-1.91 SPT 50/160 8,8/17,23,101.60 D2


1/1

Location

Ground Level (mOD)

Dates

Site

Client

Engineer

JobNumber

Sheet

Wate

r


(m)(Thickness)

Depth(m)



LoggedBy

Figure No.

21232.WS32

1:50 CW

Pit to 1.20m



Atkins Ltd

21232

WS32

Number

82.96

424044 E 303811 N02/05/2014



WaterDepth(m)

Field Records


TOPSOIL82.86 0.10

(0.90)

Yellow, gravelly, silty SAND. Sand is fine to coarse. Gravelis subrounded of sandstone, ironstone and rare quartz.

81.96 1.00

(0.58)

Brown grey, silty, weathered SAND with occasional angular,fine to medium gravel of siltstone. (Halesowen Formation)

81.38 1.58Very weak, highly weathered, fissured SILTSTONE withoxidised black staining in fissures, recovered as angulargravel. (Halesowen Formation)

81.31 1.65

Complete at 1.65m

Refused on dense sand.Groundwater not encountered.

0.50 E1

1.00 D11.00-1.65 B11.20-1.65 SPT N=30 4,2/4,6,10,10

1.65-2.00 SPT 50/200 8,8/16,16,181.65 D2


1/1

APPENDIX 3

LABORATORY TESTS

Appendix 3 pages iii/i-iii/i iii/i

APPENDIX 3

GENERAL NOTES ON LABORATORY TESTS ON SOILS

A3.1 GENERAL

A3.1.1 Where applicable all tests are carried out in accordance with the relevant British Standard. The laboratory test procedures are as below:

Test Name Procedures BS1377:1990 Part:Clause Moisture Content 2:3 Liquid Limit 2:4 Plastic Limit and Plastic Index 2:5 Particle Size Distribution 9.2 Sedimentation 9.4 Mass Loss on Ignition 3.4 Sulphate content 3:5 pH Value 3:9 Compaction Test 4:3 California Bearing Ratio 4:7 Consolidation 5:3 Bulk Density 7:2 Laboratory Vane Tests 7:3 Triaxial Compression Total Stress Single-Stage 7:8 Total Stress Multi-Stage 7:9 Desiccation Note 1 Note 1 - BRE Information paper IP4 issued February 1993

A3.1.2 Where an external laboratory carried out testing, their report, including test methods is included in this Appendix.

A3.1.3 A summary sheet of laboratory test results undertaken by Ian Farmer Laboratories is included, however where copies of the individual test results are required these will be provided on request.

A3.1.4 Any discussion in this report is based on the values and results obtained from the appropriate tests. Due allowance should be made, when considering any result in isolation, of the possible inaccuracy of any such individual result. Details of the accuracy of results are included in this section, where applicable.

Unit 4 Faraday Close, Pattinson North Industrial Estate, Washington, Tyne & Wear, NE38 8QJ.Tel. 0191 4828500 Fax. 0191 4828520 Email. [email protected] Internet.www.ianfarmerassociates.co.uk

Ian Farmer Associates (1998) Ltd1 Fairfield Court,Seven Stars Ind Est,Wheler Road,CV3 4LJ

TEST REPORT - 21232

F.A.O. Roy Smith

Site : Tamworth Golf Course

Job Number : 21232

Originating Client : Tamworth Borough Council

Originating Reference : 21232

Date Sampled :

Date Scheduled : 09/05/14

Date Testing Started : 09/06/14

Date Testing Finished : 25/06/14

Remarks : First Report for above Job Number••Samples will be disposed of 28 days after the report is issued unlessotherwise agreed

•This report may contain results from tests which are not includedwithin the scope of the UKAS accreditation. Please see final sheet fordetails.

Daniel SmithAuthorised By:

Position : Laboratory Supervisor Date : 25/06/14

Ian Farmer Associates (1998) Limited. Registered in England and Wales No. 3661447Registered Office: Unit 4 Faraday Close, Pattinson North Industrial Estate, Washington. NE38 8QJOffices in: Coventry (02476) 456565. Harpenden, Herts. (01582) 460018. Truro (01827) 261775Warrington (01925) 855440. Newcastle upon Tyne (0191) 4828500. Motherwell (01698) 230231.

1464

Page 1 of 32

DETERMINATION OF MOISTURE CONTENT, LIQUID LIMIT AND PLASTIC LIMITAND DERIVATION OF PLASTICITY AND LIQUIDITY INDEX

Laboratory Test Report - 21232

Borehole/Trial Pit

Depth(m) Sample

Natural/

Sieved

NaturalMoistureContent

%

Sample Passing425µm Sieve

Percentage%

MoistureContent

%

LiquidLimit

%

PlasticLimit

%

PlasticityIndex

%Liquidity

Index Class Description / Remarks

Job Number

21232

Page


Client : Tamworth Borough Council

Method of Preparation : BS 1377:PART 1:1990:7.4 Preparation of samples for classification tests BS 1377:PART 2:1990:4.2 & 5.2 Sample preparations

Method of Test : BS 1377:PART 2:1990:3.2 Determination of moisture content 4.3 Determination of the liquid limit 5.3 Determination of the plastic limit and plasticity index

WS1 1.20 B1 Natural 20 99 20 36 20 16 0.00 CI Brown, Silty CLAY

WS12 1.20 B1 Sieved 28 56 46 59 22 37 0.65 CH Brown, Sandy, Very Gravelly CLAY

WS13 1.20 D1 Sieved 24 55 38 48 28 20 0.50 MI Red/Brown, Gravelly, Sandy CLAY

WS13 3.00 D3 Natural 37 95 39 52 34 18 0.28 MH Brown/Grey/Black, Organic, Sandy CLAY

WS16 1.20 B1 Natural 30 72 40 52 28 24 0.50 CH Grey, Sandy, Very Gravelly CLAY

WS18 4.00 D5 Natural 26 Brown, Organic, Slightly Gravelly CLAY

WS18 5.00 D6 Natural 27 42 57 42 27 15 2.00 MI Multi-Coloured Clayey, Sandy GRAVEL

WS2 1.00 B2 Natural 26 100 26 59 26 33 0.00 CH Red/Brown, Slightly Silty, Slightly Gravelly CLAY

WS2 2.00 B4 Natural 20 47 37 30 18 12 1.58 CL Brown, Silty, Sandy, Slightly Gravelly CLAY

WS21 0.20 B1 Sieved 24 64 35 42 29 13 0.46 MI Brown, Slightly Gravelly CLAY

WS21 1.00 B1 Natural 23 59 36 37 20 17 0.94 CI Brown, Slightly Gravelly CLAY

WS3 0.80 D1 Natural 31 100 31 72 28 44 0.07 CV Grey, Slightly Silty CLAY

WS3 2.00 D4 Natural 14 72 18 28 13 15 0.33 CL Brown, Sandy, Gravelly CLAY

WS4 0.80 B1 Natural 24 100 24 30 18 12 0.50 CL Grey, Sandy CLAY

WS4 2.00 D2 Natural 43 100 43 57 29 28 0.50 CH Grey, Slightly Sandy CLAY

WS5 1.20 B1 Natural 26 100 26 57 20 37 0.16 CH Grey, Silty CLAY

WS6 1.20 B1 Natural 20 98 20 51 26 25 -0.24 CH Brown/Grey/Red Silty CLAY

WS7 1.20 B1 Natural 26 100 26 65 28 37 -0.05 CH Brown, Sandy, Gravelly CLAY

WS8 1.20 B1 Natural 14 93 15 29 19 10 -0.40 CL Brown, Sandy, Gravelly CLAY

WS9 0.50 B1 Natural 18 Brown, Sandy CLAY

WS9 1.20 B3 Natural 18 95 19 42 21 21 -0.10 CI Brown, Sandy CLAY

2 / 32

Grading Analysis

D85

D60

D10

Uniformity Coefficient

Particle Proportions

Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing

DETERMINATION OF PARTICLE SIZE DISTRIBUTION


Job Number

21232

Page



Method of Preparation : BS 1377:PART 1:1990:7.3 Initial preparation 7.4.5 Particle size tests

Preparation Details : Sample washed with no dispersant used, Oven Dried at 105 - 110°C

Method of Test : BS 1377:PART 2:1990:9 Determination of particle size distribution

Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/

HydrometerDescription

N/AWS10 1.20 B1 Brown, Very Snady, Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 90

20 mm 89

14 mm 86

10 mm 85

6.3 mm 84

5 mm 84

3.35 mm 83

2 mm 82

1.18 mm 79

600 µm 63

425 µm 46

300 µm 30

212 µm 25

150 µm 22

63 µm 20

11.1 mm

570.9 µm

-

-

0%

18%

62%

20%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100

Fine Medium Coarse Fine Medium Coarse Fine Medium CoarseCLAY

SILT SAND GRAVELCOBBLES BOULDERS

3 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS12 1.20 B1 Brown, Sandy, Very Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 94

20 mm 94

14 mm 92

10 mm 90

6.3 mm 87

5 mm 86

3.35 mm 84

2 mm 80

1.18 mm 76

600 µm 70

425 µm 68

300 µm 64

212 µm 62

150 µm 60

63 µm 54

20 µm 50

6 µm 41

2 µm 26

4.3 mm

160.5 µm

-

-

0%

20%

26%

28%

26%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



4 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS13 0.50 B1 Brown, Sandy, Silty, Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 98

14 mm 96

10 mm 93

6.3 mm 89

5 mm 85

3.35 mm 81

2 mm 75

1.18 mm 68

600 µm 60

425 µm 57

300 µm 53

212 µm 50

150 µm 46

63 µm 41

20 µm 33

6 µm 23

2 µm 14

5.0 mm

576.1 µm

-

-

0%

25%

35%

26%

14%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



5 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS16 1.20 B1 Grey, Sandy, Very Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 96

10 mm 93

6.3 mm 88

5 mm 85

3.35 mm 81

2 mm 75

1.18 mm 69

600 µm 63

425 µm 60

300 µm 58

212 µm 55

150 µm 53

63 µm 50

20 µm 46

6 µm 36

2 µm 24

5.1 mm

415.8 µm

-

-

0%

25%

25%

26%

24%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



6 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS17 2.65 B1 Brown, Gravelly, Slightly Clayey SAND

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 92

28 mm 85

20 mm 73

14 mm 68

10 mm 66

6.3 mm 64

5 mm 64

3.35 mm 63

2 mm 62

1.18 mm 62

600 µm 60

425 µm 56

300 µm 46

212 µm 36

150 µm 28

63 µm 21

27.9 mm

646.7 µm

-

-

0%

38%

42%

20%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



7 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS18 1.20 B1 Red/Brown, Very Sandy, Very Gravelly SAND

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 97

20 mm 93

14 mm 86

10 mm 79

6.3 mm 68

5 mm 64

3.35 mm 58

2 mm 50

1.18 mm 44

600 µm 38

425 µm 36

300 µm 34

212 µm 33

150 µm 32

63 µm 31

13.2 mm

3.9 mm

-

-

0%

50%

19%

31%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



8 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS18 4.00 D5 Brown, Organic, Slightly Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 98

10 mm 94

6.3 mm 89

5 mm 87

3.35 mm 83

2 mm 77

1.18 mm 71

600 µm 64

425 µm 62

300 µm 58

212 µm 55

150 µm 51

63 µm 44

4.1 mm

369.1 µm

-

-

0%

23%

33%

44%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



9 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS2 1.00 B2 Red/Brown, Slightly Silty, Slightly Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 99

10 mm 99

6.3 mm 99

5 mm 99

3.35 mm 99

2 mm 99

1.18 mm 98

600 µm 96

425 µm 94

300 µm 92

212 µm 90

150 µm 89

63 µm 88

20 µm 69

6 µm 52

2 µm 38

55.7 µm

12.6 µm

-

-

0%

1%

11%

49%

38%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



10 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS2 2.00 B4 Brown, Silty, Sandy, Slightly Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 98

10 mm 96

6.3 mm 92

5 mm 90

3.35 mm 88

2 mm 86

1.18 mm 85

600 µm 84

425 µm 83

300 µm 82

212 µm 81

150 µm 77

63 µm 54

20 µm 25

6 µm 19

2 µm 12

1.1 mm

85.8 µm

-

-

0%

14%

34%

41%

12%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



11 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS2 3.00 D3 Brown, Clayey SILT

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 100

6.3 mm 97

5 mm 96

3.35 mm 95

2 mm 94

1.18 mm 92

600 µm 90

425 µm 88

300 µm 86

212 µm 82

150 µm 68

63 µm 47

276.2 µm

115.1 µm

-

-

0%

6%

46%

48%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



12 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS21 0.20 B1 Brown, Slightly Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 85

14 mm 79

10 mm 77

6.3 mm 74

5 mm 73

3.35 mm 70

2 mm 67

1.18 mm 65

600 µm 62

425 µm 59

300 µm 52

212 µm 46

150 µm 41

63 µm 34

20.2 mm

473.5 µm

-

-

0%

33%

33%

34%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



13 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS21 1.00 B1 Brown, Slightly Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 92

14 mm 87

10 mm 85

6.3 mm 81

5 mm 78

3.35 mm 75

2 mm 71

1.18 mm 68

600 µm 64

425 µm 61

300 µm 53

212 µm 47

150 µm 42

63 µm 35

20 µm 26

6 µm 13

2 µm 6

10.3 mm

416.4 µm

4.0 µm

104.1

0%

29%

36%

29%

6%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



14 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS22 0.90 D1

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 100

6.3 mm 98

5 mm 98

3.35 mm 96

2 mm 95

1.18 mm 94

600 µm 91

425 µm 89

300 µm 84

212 µm 78

150 µm 62

63 µm 28

320.3 µm

145.3 µm

-

-

0%

5%

66%

29%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



15 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS26 1.50 B1 Brown, Gravelly SAND

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 95

14 mm 91

10 mm 87

6.3 mm 84

5 mm 83

3.35 mm 82

2 mm 80

1.18 mm 79

600 µm 77

425 µm 74

300 µm 45

212 µm 21

150 µm 13

63 µm 7

7.4 mm

365.3 µm

103.0 µm

3.5

0%

20%

73%

7%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



16 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS3 0.50 B1 Brown, Very Gravelly, Very Sandy CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 85

28 mm 80

20 mm 72

14 mm 66

10 mm 63

6.3 mm 59

5 mm 57

3.35 mm 55

2 mm 51

1.18 mm 46

600 µm 35

425 µm 30

300 µm 25

212 µm 21

150 µm 17

63 µm 13

37.3 mm

7.1 mm

-

-

0%

49%

38%

13%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



17 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS3 1.20 B2 Brown, Sandy, Silty, Slightly Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 96

6.3 mm 92

5 mm 90

3.35 mm 87

2 mm 84

1.18 mm 82

600 µm 78

425 µm 77

300 µm 74

212 µm 70

150 µm 65

63 µm 49

20 µm 39

6 µm 27

2 µm 19

2.4 mm

121.9 µm

-

-

0%

16%

35%

30%

19%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



18 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS32 1.00 B1 Brown SILT

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 100

6.3 mm 100

5 mm 99

3.35 mm 98

2 mm 96

1.18 mm 93

600 µm 90

425 µm 88

300 µm 86

212 µm 83

150 µm 79

63 µm 62

277.2 µm

-

-

-

0%

4%

34%

62%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



19 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS4 0.80 B1 Grey, Sandy CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 100

6.3 mm 100

5 mm 99

3.35 mm 99

2 mm 99

1.18 mm 98

600 µm 95

425 µm 90

300 µm 77

212 µm 63

150 µm 51

63 µm 38

375.1 µm

194.2 µm

-

-

0%

1%

61%

38%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



20 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS5 1.20 B1 Grey, Silty CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 100

6.3 mm 100

5 mm 99

3.35 mm 99

2 mm 99

1.18 mm 99

600 µm 98

425 µm 98

300 µm 98

212 µm 98

150 µm 98

63 µm 97

20 µm 96

6 µm 89

2 µm 69

5.1 µm

-

-

-

0%

1%

2%

28%

69%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



21 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS6 1.20 B1 Brown/Grey/Red Silty CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 100

6.3 mm 100

5 mm 100

3.35 mm 100

2 mm 100

1.18 mm 99

600 µm 99

425 µm 99

300 µm 98

212 µm 98

150 µm 97

63 µm 95

20 µm 90

6 µm 77

2 µm 57

14.8 µm

2.6 µm

-

-

0%

0%

5%

38%

57%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



22 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS7 1.20 B1 Brown, Sandy, Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 100

10 mm 100

6.3 mm 100

5 mm 100

3.35 mm 100

2 mm 100

1.18 mm 99

600 µm 96

425 µm 93

300 µm 92

212 µm 91

150 µm 91

63 µm 90

20 µm 90

6 µm 86

2 µm 60

5.9 µm

-

-

-

0%

0%

9%

30%

60%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



23 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS8 1.20 B1 Brown, Sandy, Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 97

20 mm 88

14 mm 83

10 mm 81

6.3 mm 78

5 mm 77

3.35 mm 75

2 mm 73

1.18 mm 71

600 µm 68

425 µm 63

300 µm 54

212 µm 47

150 µm 42

63 µm 34

20 µm 28

6 µm 20

2 µm 13

16.5 mm

382.9 µm

-

-

0%

27%

39%

21%

13%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



24 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt

Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


PipetteWS9 1.20 B3 Brown, Sandy CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 100

14 mm 97

10 mm 95

6.3 mm 93

5 mm 92

3.35 mm 90

2 mm 89

1.18 mm 88

600 µm 85

425 µm 83

300 µm 80

212 µm 78

150 µm 74

63 µm 60

20 µm 44

6 µm 31

2 µm 24

630.6 µm

61.9 µm

-

-

0%

11%

29%

36%

24%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



25 / 32

Grading Analysis

D85

D60

D10



Cobbles + Boulders

Gravel

Sand

Silt/Clay

Sieve /Particle

Size

%Passing



Job Number

21232

Page






Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

Pipette/


N/AWS9 2.00 D2 Brown, Silty, Sandy, Slightly Gravelly CLAY

200 mm 100

150 mm 100

125 mm 100

90 mm 100

75 mm 100

63 mm 100

50 mm 100

37.5 mm 100

28 mm 100

20 mm 97

14 mm 89

10 mm 88

6.3 mm 85

5 mm 83

3.35 mm 81

2 mm 79

1.18 mm 77

600 µm 75

425 µm 73

300 µm 72

212 µm 69

150 µm 60

63 µm 33

6.2 mm

151.6 µm

-

-

0%

21%

45%

34%

0.002 0.0063 0.02 0.063 0.2 0.63 2 6.3 20 63 200 6300

10

20

30

40

50

60

70

80

90

100



26 / 32

WS12 1.20 B1Brown, Sandy, Very Gravelly CLAY

0 %

1 %

2

1 Litre/proctor

Max size of cohesive lumps 20 mm

Single

2.65 Assumed

2.5kg Rammer

1.54 18

8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00

221 kPa

163 kPa

121 kPa

50 kPa

21 kPa

DryDensityMg/m³

Moisture Content %

0%5%10%1.64

1.60

1.56

1.52

1.48

1.44

1.40

DETERMINATION OF DRY DENSITY/MOISTURE CONTENT RELAT IONSHIP


Job Number

21232

Page



Method of Preparation : BS 1377:PART 1:7.6, BS 1377:PART 4:1990:3.2 Preparation of samples for compaction tests

Method of Test : BS 1377:PART 4:1990:3.4/3.4 Determination using 2.5 kg rammer or 3.5/3.6 Determination using 4.5kg rammer: PART 2:1990:8.2 Determination of particle density

Remarks :

Description

Percentage retained 37.5 mm


Grading Zone

Single or separate samples

Particle density

Method of compaction

OPTIMUM MOISTURE CONTENT

Mould Type

MAX DRY DENSITY Mg/m³ %

Borehole /

Trial Pit

Depth

(m)Sample

Job Number

27 / 32

WS3 0.50 B1 Brown, Very Gravelly, Very Sandy CLAY

7 %

12 %

5

CBR

Max size of cohesive lumps 37.5 mm

Single

2.65 Assumed

2.5kg Rammer

1.97 10

4.50 5.50 6.50 7.50 8.50 9.50 10.50 11.50 12.50 13.50 14.50

238 kPa

208 kPa

190 kPa 169 kPa

110 kPa

DryDensityMg/m³

Moisture Content %

0%5%10%2.04

2.00

1.96

1.92

1.88

1.84

1.80



Job Number

21232

Page





Remarks :

Description



Grading Zone


Particle density



Mould Type


Borehole /

Trial Pit

Depth

(m)Sample

Job Number

28 / 32

WS7 1.20 B1 Brown, Sandy, Gravelly CLAY

0 %

0 %

1

1 Litre/proctor


Single

2.65 Assumed

2.5kg Rammer

1.58 20

12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00

221 kPa

145 kPa106 kPa

62 kPa

26 kPa

DryDensityMg/m³

Moisture Content %

0%5%10%1.68

1.64

1.60

1.56

1.52

1.48

1.44



Job Number

21232

Page





Remarks :

Description



Grading Zone


Particle density



Mould Type


Borehole /

Trial Pit

Depth

(m)Sample

Job Number

29 / 32

WS9 1.20 B3 Brown, Sandy CLAY

0 %

0 %

1

1 Litre/proctor


Single

2.65 Assumed

2.5kg Rammer

1.63 21

13.50 15.50 17.50 19.50 21.50 23.50 25.50

221 kPa

150 kPa

113 kPa

52 kPa

19 kPa

DryDensityMg/m³

Moisture Content %

0%5%10%1.72

1.68

1.64

1.60

1.56

1.52

1.48



Job Number

21232

Page





Remarks :

Description



Grading Zone


Particle density



Mould Type


Borehole /

Trial Pit

Depth

(m)Sample

Job Number

30 / 32

WS26 1.50 B1 Brown, Gravelly SAND

DETERMINATION OF CALIFORNIA BEARING RATIO (CBR)


Job Number

21232

Page



Method of Preparation : The specimen was prepared by Dynamic compression/Specified Effort using a 2.5 kg RammerBS 1377:PART 1:1990:7.6.1 General 1990:7.6.5 California bearing ratio test BS 1377:PART 4:1990:7.2 Preparation of test sample

Method of Test : BS 1377:PART 4:1990:7.4 Penetration test procedure

Remarks :

Borehole /

Trial Pit

Depth

(m)Sample

%Passing20 mmSieve

Description

Penetration of plunger (mm)

Load

on

plun

ger

(kN

)

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.000.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

100 %

Moisture Content %

1.77Bulk Density Mg/m³

1.52Dry Density Mg/m³

YesSoaked Test

5.0Soaking Time Days

0.0Final swell mm

TOPTest on

17Moisture Content %

4.20Surcharge weight kg

2.5 5.0Penetration mm

0.16 0.54Force kN

1.2 2.7Corrected CBR %

BOTTOMTest on

16Moisture Content %

4.20Surcharge weight kg

2.5 5.0Penetration mm

0.30 0.66Force kN

2.3 3.3Corrected CBR %

TOP BOTTOMTest on

2.7 3.3Reported CBR %

3.0Mean CBR %

31 / 32

Test Report : 21232

Site : Tamworth Golf CourseJob Number : 21232Originating Client : Tamworth Borough Council

All opinions and interpretations contained within this report are outside of our Scope ofAccreditation.

The following tests contained within this report are not UKAS Accredited.

Date of Issued : 25/06/14

Page 32 of 32

Client

Our Reference

Client Reference

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown

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

Tamworth

21 Soil samples.

10-Jun-14

10-Jun-14

16-Jun-14

Identified by prefix DETSn (details on request).

Certificate of AnalysisCertificate Number 14-07793

16-Jun-14

Ian Farmer Associates

14 Faraday Close

District 15

Pattinson North Industrial Est

Washington

Tyne & Wear

NE38 8QJ

14-07793

21232

Derwentside Environmental Testing Services LimitedUnit 2, Park Road Industrial Estate South, Consett, Co Durham, DH8 5PY

Tel: 01207 582333 • email: [email protected] • www.dets.co.uk Page 1 of 4 .

Summary of Chemical AnalysisSoil Samples

Our Ref 14-07793Client Ref 21232

Contract Title TamworthLab No 656217 656218 656219 656220 656221 656222 656223 656224 656225 656226 656227

Sample ID WS13 WS2 WS2 WS2 WS29 WS8 WS9 WS1 WS10 WS12 WS13Depth 0.50 0.50 1.40 3.00 1.60 1.20 1.20 1.20 1.20 1.20 2.00

Other ID 1 1 3 3 1 1 3 1 1 1 2

Sample Type B B B D B B B B B B D

Sampling Date n/s n/s n/s n/s n/s n/s n/s n/s n/s n/s n/s

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

Test Method LOD Units

DETSC 2003# 0.01 % 9.0 2.4 3.5 1.4 2.6 2.4 2.1DETSC 5008 1 MJ/kg < 1.0 < 1.0 5.6 < 1.0

Loss on ignitionCalorific Value

Inorganics

Page 2 of 4Key: # -MCERTS (accreditation only implied if report carries the MCERTS logo). n/s -not supplied.



Contract Title TamworthLab No

Sample IDDepth

Other IDSample Type

Sampling DateSampling Time


DETSC 2003# 0.01 %DETSC 5008 1 MJ/kg

Loss on ignitionCalorific Value

Inorganics

656228 656229 656230 656231 656232 656233 656234 656235 656236 656237

WS16 WS18 WS2 WS21 WS3 WS3 WS4 WS5 WS6 WS71.20 1.20 2.00 1.00 1.20 3.00 0.80 1.20 1.20 1.20

1 1 4 1 2 5 1 1 1 1

B B B B B D B B B B

n/s n/s n/s n/s n/s n/s n/s n/s n/s n/s

n/s n/s n/s n/s n/s n/s n/s n/s n/s n/s

5.7 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0

Page 3 of 4Key: # -MCERTS (accreditation only implied if report carries the MCERTS logo). n/s -not supplied.

Information in Support of the Analytical ResultsOur Ref 14-07793

Client Ref 21232Contract Tamworth

Containers Received & Deviating Samples

Lab No Sample ID

Date

Sampled Containers Received Holding time exceeded for tests

Inappropriate

container for

tests656217 WS13 0.50 SOIL PT 500ml Sample date not supplied

656218 WS2 0.50 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 4 of 4

Client

Our Reference

Client Reference

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown







Business Manager

TAMWORTH

One Soil sample.

13-Jun-14

16-Jun-14

18-Jun-14



18-Jun-14


14 Faraday Close

District 15

Pattinson North Industrial Est

Washington

Tyne & Wear

NE38 8QJ

14-08246

21232





Contract Title TAMWORTHLab No 658659

Sample ID WS21Depth 0.20

Other IDSample Type SOIL

Sampling Date n/s

Sampling Time n/s


DETSC 5008 1 MJ/kg < 1.0Calorific ValueInorganics

Page 2 of 3Key: n/s -not supplied.


Client Ref 21232Contract TAMWORTH


Lab No Sample ID

Date


Inappropriate

container for

tests658659 WS21 0.20 SOIL PT 500ml Sample date not supplied






Key: P-Plastic T-Tub







Page 3 of 3

APPENDIX 4

CHEMICAL TESTS

Client

Our Reference

Client Reference

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown







Business Manager


23 Soil samples, 10 Leachate samples.

15-May-14

15-May-14

23-May-14

Identified by prefix DETSn (details on request), Asbestos Analysis DETSC 1101.


23-May-14


Unit 1 Fairfield Court

Seven Stars Industrial Estate

Wheler Road

Coventry

West Midlands

CV3 4LJ

14-06067

21232



Summary of Chemical AnalysisMatrix Descriptions

Our Ref 14-06067

Client Ref 21232

Contract Title Tamworth Golf Course

Sample ID Depth Lab No Completed Matrix DescriptionWS1 1.5 646603 23/05/2014 Brown gravelly sandy CLAY

WS10 0.5 646604 23/05/2014 Dark brown gravelly clayey SAND (made ground includes brick)

WS12 0.5 646605 23/05/2014 Dark brown gravelly sandy CLAY

WS13 0.2 646606 23/05/2014 Brown gravelly sandy CLAY with odd rootlets

WS13 0.5 646607 23/05/2014 Brown red gravelly sandy CLAY (made ground includes brick)

WS14 0.25 646608 23/05/2014 Brown red gravelly clayey SAND with numerous rootlets (made ground includes brick)

WS14C 1.5 646609 23/05/2014 Grey black gravelly sandy CLAY

WS15 0.25 646610 23/05/2014 Dark brown gravelly clayey SAND (made ground includes brick)

WS17 0.5 646611 23/05/2014 Dark grey clayey gravelly SAND (made ground includes brick)

WS18 0.3 646612 23/05/2014 Brown red slightly clayey gravelly SAND (made ground includes brick)

WS2 0.2 646613 23/05/2014 Brown gravelly sandy CLAY with odd rootlets

WS20 0.5 646614 23/05/2014 Brown gravelly sandy CLAY

WS21 0.25 646615 23/05/2014 Brown gravelly sandy CLAY (made ground includes glass)

WS23 3.5 646616 23/05/2014 Dark brown gravelly sandy CLAY

WS25 0.5 646617 23/05/2014 Brown slightly gravelly SAND

WS28 0.5 646618 23/05/2014 Brown gravelly clayey SAND with odd rootlets

WS3 0.5 646619 23/05/2014 Brown gravelly very clayey SAND

WS30A 0.15 646620 23/05/2014 Dark brown gravelly sandy CLAY with odd rootlets

WS31 0.15 646621 23/05/2014 Brown gravelly sandy CLAY with numerous rootlets

WS4 0.8 646622 23/05/2014 Brown grey gravelly sandy CLAY

WS5 1.5 646623 23/05/2014 Light brown grey sandy CLAY

WS7 0.5 646624 23/05/2014 Brown sandy CLAY

WS9 0.2 646625 23/05/2014 Dark brown sandy CLAY with numerous rootlets

Page 2 of 16



Contract Title Tamworth Golf CourseLab No 646603 646604 646605 646606 646607 646608

Sample ID WS1 WS10 WS12 WS13 WS13 WS14Depth 1.50 0.50 0.50 0.20 0.50 0.25

Other IDSample Type E E E E E E

Sampling Date 28/04/14 29/04/14 29/04/14 28/04/14 28/04/14 29/04/14

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


DETSC 2301# 0.2 mg/kg 3.6 22 20 7.7 16 13DETSC 2301# 0.1 mg/kg 0.6 1.3 0.9 1.0 0.7 0.6DETSC 2301# 0.15 mg/kg 13 20 22 26 27 23DETSC 2204* 1 mg/kg < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0DETSC 2301# 0.2 mg/kg 20 140 67 29 57 34DETSC 2301# 0.3 mg/kg 6.3 69 47 37 45 30DETSC 2325# 0.05 mg/kg < 0.05 0.07 < 0.05 0.16 0.05 < 0.05DETSC 2301# 1 mg/kg 41 42 41 28 41 29DETSC 2301# 0.5 mg/kg < 0.5 < 0.5 < 0.5 0.5 0.6 < 0.5DETSC 2301# 1 mg/kg 45 110 35 120 66 40

DETSC 2008# 7.0 5.7 3.9 6.3 5.8 6.1DETSC 2002# 0.1 % 0.2 15 13 2.4 9.9 2.5DETSC 2076# 10 mg/l 68 75 1500 72 110 80

DETSC 3321* 0.01 mg/kg < 0.01DETSC 3321* 0.01 mg/kg < 0.01DETSC 3321* 0.01 mg/kg < 0.01DETSC 3072# 1.5 mg/kg < 1.5DETSC 3072# 1.2 mg/kg < 1.2DETSC 3072# 1.5 mg/kg < 1.5DETSC 3072# 3.4 mg/kg 13DETSC 3072* 10 mg/kg 13DETSC 3321* 0.01 mg/kg < 0.01DETSC 3321* 0.01 mg/kg < 0.01DETSC 3321* 0.01 mg/kg < 0.01DETSC 3072# 0.9 mg/kg < 0.9DETSC 3072# 0.5 mg/kg < 0.5DETSC 3072# 0.6 mg/kg < 0.6DETSC 3072# 1.4 mg/kg < 1.4DETSC 3072* 10 mg/kg < 10DETSC 3072* 10 mg/kg 13

Metals

Inorganics

Petroleum Hydrocarbons

Aromatic C10-C12Aromatic C12-C16Aromatic C16-C21Aromatic C21-C35Aromatic C5-C35TPH Ali/Aro

Aliphatic C16-C21Aliphatic C21-C35Aliphatic C5-C35Aromatic C5-C7Aromatic C7-C8Aromatic C8-C10

Sulphate Aqueous Extract as SO4

Aliphatic C5-C6Aliphatic C6-C8Aliphatic C8-C10Aliphatic C10-C12Aliphatic C12-C16

MercuryNickelSeleniumZinc

pHOrganic matter

ArsenicCadmiumChromiumHexavalent ChromiumCopperLead

Page 3 of 16Key: * -not accredited. # -MCERTS (accreditation only implied if report carries the MCERTS logo). n/s -not supplied.



Contract Title Tamworth Golf CourseLab No 646603 646604 646605 646606 646607 646608

Sample ID WS1 WS10 WS12 WS13 WS13 WS14Depth 1.50 0.50 0.50 0.20 0.50 0.25

Other IDSample Type E E E E E E

Sampling Date 28/04/14 29/04/14 29/04/14 28/04/14 28/04/14 29/04/14

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


DETSC 3301 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 1.7 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 0.9 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 0.8 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 0.3 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 0.4 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 1.0 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 0.3 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 0.5 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 0.6 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 1.0 < 0.1 < 0.1 < 0.1 < 0.1DETSC 3301 1.6 mg/kg < 1.6 7.6 < 1.6 < 1.6 < 1.6 < 1.6

Indeno(1,2,3-c,d)pyreneNaphthalenePhenanthrenePyrenePAH

PAHs

Benzo(k)fluorantheneBenzo(g,h,i)peryleneChryseneDibenzo(a,h)anthraceneFluorantheneFluorene

AcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluoranthene




Contract Title Tamworth Golf CourseLab No

Sample IDDepth

Other IDSample Type



DETSC 2301# 0.2 mg/kgDETSC 2301# 0.1 mg/kgDETSC 2301# 0.15 mg/kgDETSC 2204* 1 mg/kgDETSC 2301# 0.2 mg/kgDETSC 2301# 0.3 mg/kgDETSC 2325# 0.05 mg/kgDETSC 2301# 1 mg/kgDETSC 2301# 0.5 mg/kgDETSC 2301# 1 mg/kg

DETSC 2008#

DETSC 2002# 0.1 %DETSC 2076# 10 mg/l

DETSC 3321* 0.01 mg/kgDETSC 3321* 0.01 mg/kgDETSC 3321* 0.01 mg/kgDETSC 3072# 1.5 mg/kgDETSC 3072# 1.2 mg/kgDETSC 3072# 1.5 mg/kgDETSC 3072# 3.4 mg/kgDETSC 3072* 10 mg/kgDETSC 3321* 0.01 mg/kgDETSC 3321* 0.01 mg/kgDETSC 3321* 0.01 mg/kgDETSC 3072# 0.9 mg/kgDETSC 3072# 0.5 mg/kgDETSC 3072# 0.6 mg/kgDETSC 3072# 1.4 mg/kgDETSC 3072* 10 mg/kgDETSC 3072* 10 mg/kg

Metals

Inorganics







pHOrganic matter


646609 646610 646611 646612 646613 646614

WS14C WS15 WS17 WS18 WS2 WS201.50 0.25 0.50 0.30 0.20 0.50

E E E E E E

29/04/14 29/04/14 30/04/14 28/04/14 28/04/14 02/05/14

n/s n/s n/s n/s n/s n/s

18 20 26 19 9.5 9.00.6 0.7 1.0 1.5 0.7 0.651 41 34 47 20 37

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.056 64 99 56 25 2533 51 46 40 31 17

0.05 0.11 < 0.05 < 0.05 0.09 < 0.0541 35 66 49 16 29

1.7 1.8 1.2 1.6 0.6 0.665 47 92 78 65 69

4.0 4.2 4.7 6.0 6.5 8.016 13 16 5.2 2.5 0.9

1500 550 1000 110 15 89

< 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01

< 1.5 < 1.5 < 1.5< 1.2 < 1.2 < 1.2< 1.5 < 1.5 < 1.5< 3.4 6.1 < 3.4< 10 < 10 < 10

< 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01

< 0.9 < 0.9 < 0.9< 0.5 < 0.5 < 0.5< 0.6 < 0.6 < 0.6< 1.4 < 1.4 < 1.4< 10 < 10 < 10< 10 < 10 < 10





Sample IDDepth

Other IDSample Type



DETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 0.1 mg/kgDETSC 3301 1.6 mg/kg


PAHs



646609 646610 646611 646612 646613 646614

WS14C WS15 WS17 WS18 WS2 WS201.50 0.25 0.50 0.30 0.20 0.50

E E E E E E

29/04/14 29/04/14 30/04/14 28/04/14 28/04/14 02/05/14


< 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 0.4< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 0.2< 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 0.3< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 0.2< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1< 0.1 < 0.1 < 0.1 < 0.1 < 0.1 0.7< 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 0.8< 1.6 < 1.6 < 1.6 < 1.6 < 1.6 2.8





Sample IDDepth

Other IDSample Type




DETSC 2008#

DETSC 2002# 0.1 %DETSC 2076# 10 mg/l


Metals

Inorganics







pHOrganic matter


646615 646616 646617 646618 646619 646620

WS21 WS23 WS25 WS28 WS3 WS30A0.25 3.50 0.50 0.50 0.50 0.15

E E E E E E

30/04/14 01/05/14 01/05/14 01/05/14 28/04/14 30/04/14


8.2 11 8.1 6.5 12 100.5 1.7 0.7 0.5 1.3 0.729 38 20 16 20 21

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.034 180 6.8 7.8 43 2049 94 16 67 19 33

< 0.05 0.12 < 0.05 < 0.05 < 0.05 0.0620 25 24 18 33 16

< 0.5 < 0.5 < 0.5 0.6 1.7 0.6120 280 110 50 44 75

8.0 9.0 7.3 7.0 7.0 6.32.2 3.6 0.4 0.3 0.6 2.9

1700 950 130 19 21 20

< 0.01 < 0.01 < 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01 < 0.01 < 0.01

< 1.5 < 1.5 < 1.5 < 1.5 < 1.5< 1.2 < 1.2 < 1.2 < 1.2 < 1.2< 1.5 5.0 < 1.5 < 1.5 < 1.5< 3.4 49 < 3.4 < 3.4 < 3.4< 10 54 < 10 < 10 < 10

< 0.01 < 0.01 < 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01 < 0.01 < 0.01< 0.01 < 0.01 < 0.01 < 0.01 < 0.01

< 0.9 < 0.9 < 0.9 < 0.9 < 0.9< 0.5 1.7 < 0.5 < 0.5 < 0.5< 0.6 15 < 0.6 < 0.6 < 0.6< 1.4 150 < 1.4 < 1.4 < 1.4< 10 160 < 10 < 10 < 10< 10 220 < 10 < 10 < 10





Sample IDDepth

Other IDSample Type





PAHs



646615 646616 646617 646618 646619 646620

WS21 WS23 WS25 WS28 WS3 WS30A0.25 3.50 0.50 0.50 0.50 0.15

E E E E E E

30/04/14 01/05/14 01/05/14 01/05/14 28/04/14 30/04/14


< 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 < 0.1< 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 < 0.1< 0.1 0.2 < 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 0.3 < 0.1 < 0.1 < 0.1 < 0.1< 1.6 < 1.6 < 1.6 < 1.6 < 1.6 < 1.6





Sample IDDepth

Other IDSample Type




DETSC 2008#

DETSC 2002# 0.1 %DETSC 2076# 10 mg/l


Metals

Inorganics







pHOrganic matter


646621 646622 646623 646624 646625

WS31 WS4 WS5 WS7 WS90.15 0.80 1.50 0.50 0.20

E E E E E

02/05/14 28/04/14 28/04/14 28/04/14 28/04/14

n/s n/s n/s n/s n/s

7.4 7.1 2.9 11 130.6 0.7 0.8 0.7 1.023 22 19 17 22

< 1.0 < 1.0 < 1.0 < 1.0 < 1.017 15 61 22 5281 27 9.1 64 100

< 0.05 < 0.05 < 0.05 < 0.05 0.1619 20 18 13 20

< 0.5 0.6 0.8 < 0.5 1.183 72 27 62 130

6.1 7.2 8.2 6.4 6.42.5 0.8 0.3 1.9 3.519 18 71 18 < 10

< 0.01< 0.01< 0.01

< 1.5< 1.2< 1.5< 3.4< 10

< 0.01< 0.01< 0.01

< 0.9< 0.5< 0.6< 1.4< 10< 10





Sample IDDepth

Other IDSample Type





PAHs



646621 646622 646623 646624 646625

WS31 WS4 WS5 WS7 WS90.15 0.80 1.50 0.50 0.20

E E E E E

02/05/14 28/04/14 28/04/14 28/04/14 28/04/14

n/s n/s n/s n/s n/s

< 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 < 0.1< 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 < 0.1< 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< 1.6 < 1.6 < 1.6 < 1.6 < 1.6


Summary of Chemical AnalysisLeachate Samples


Contract Title Tamworth Golf CourseLab No 648195 648196 648197 648198 648199 648200 648201 648202 648203 648204

Sample ID WS10 WS15 WS18 WS2 WS21 WS23 WS25 WS3 WS30A WS7Depth 0.50 0.25 0.30 0.20 0.25 3.50 0.50 0.50 0.15 0.50

Other IDSample Type LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

Sampling Date 29/04/14 29/04/14 28/04/14 28/04/14 30/04/14 01/05/14 01/05/14 28/04/14 30/04/14 28/04/14

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


DETS 036* Y Y Y Y Y Y Y Y Y Y

DETSC 2306 0.16 ug/l 0.22 < 0.16 2.6 < 0.16 0.64 1.3 < 0.16 < 0.16 0.89 0.44DETSC 2306 0.03 ug/l < 0.03 < 0.03 < 0.03 < 0.03 0.06 < 0.03 < 0.03 < 0.03 0.05 < 0.03DETSC 2306 0.25 ug/l < 0.25 < 0.25 1.1 0.51 < 0.25 < 0.25 < 0.25 < 0.25 0.47 0.75DETSC 2306 0.4 ug/l 0.6 < 0.4 1.4 0.9 1.6 2.5 < 0.4 < 0.4 4.0 1.6DETSC 2306 0.09 ug/l 0.72 < 0.09 3.3 0.28 0.13 0.17 < 0.09 < 0.09 0.65 0.53DETSC 2306 0.01 ug/l < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 0.02 < 0.01DETSC 2306 0.5 ug/l 0.6 2.4 < 0.5 < 0.5 0.8 0.9 < 0.5 < 0.5 1.0 0.5DETSC 2306 0.25 ug/l < 0.25 < 0.25 < 0.25 < 0.25 0.29 < 0.25 < 0.25 < 0.25 < 0.25 < 0.25DETSC 2306 1.25 ug/l 5.56 10.2 1.89 1.75 8.78 2.51 < 1.25 < 1.25 3.34 4.00

DETSC 2008 8.3 7.9 8.0 7.9 7.0 7.2 7.7 7.9 7.4 7.5

Mercury, DissolvedNickel, DissolvedSelenium, DissolvedZinc, Dissolved

pH

Preparation

Metals

Inorganics

NRA Leachate Preparation

Arsenic, DissolvedCadmium, DissolvedChromium, DissolvedCopper, DissolvedLead, Dissolved

Page 11 of 16Key: * -not accredited. n/s -not supplied.

Summary of Asbestos AnalysisSoil Samples



Lab No Sample ID Material Type Result Comment* Analyst646604 WS10 0.50 SOIL NAD none Andrew Little

646610 WS15 0.25 SOIL NAD none Andrew Little








646620 WS30A 0.15 SOIL NAD none Andrew Little


Crocidolite = Blue Asbestos, Amosite = Brown Asbestos, Chrysotile = White Asbestos. Anthophyllite, Actinolite and Tremolite are other forms of Asbestos.

Samples are analysed by DETSC 1101 using polarised light microscopy in accordance with HSG248 and documented in-house methods. NAD = No Asbestos

Detected. Where a sample is NAD, the result is based on analysis of at least 2 sub-samples and should be taken to mean 'no asbestos detected in sample'. Key: * -

not included in laboratory scope of accreditation.

Page 12 of 16


Client Ref 21232Contract Tamworth Golf Course


Lab No Sample ID

Date


Inappropriate

container for

tests646603 WS1 1.50 SOIL 28/04/14 GJ 250ml, GJ 60ml, PT 1L Naphthalene (14 days), PAH FID (14 days), pH (7

days)

646604 WS10 0.50 SOIL 29/04/14 GJ 250ml, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),

Naphthalene (14 days), PAH FID (14 days), pH (7

days)

646605 WS12 0.50 SOIL 29/04/14 GJ 250ml, GJ 60ml, PT 1L Naphthalene (14 days), PAH FID (14 days), pH (7

days)


days)


days)


days)

646609 WS14C 1.50 SOIL 29/04/14 GJ 250ml, GJ 60ml, PT 1L Naphthalene (14 days), PAH FID (14 days), pH (7

days)



days)


days)



days)



days)

646614 WS20 0.50 SOIL 02/05/14 GJ 250ml, GJ 60ml, PT 1L pH (7 days)



days)



days)



days)


days)



days)

646620 WS30A 0.15 SOIL 30/04/14 GJ 250ml, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),


days)

646621 WS31 0.15 SOIL 02/05/14 GJ 250ml, GJ 60ml, PT 1L pH (7 days)


days)


days)

Page 13 of 16



Lab No Sample ID

Date


Inappropriate

container for

tests646624 WS7 0.50 SOIL 28/04/14 GJ 250ml, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),


days)


days)

648195 WS10 0.50 LEACHATE 29/04/14 GJ 1L (1L)

648196 WS15 0.25 LEACHATE 29/04/14 GJ 1L (1L)

648197 WS18 0.30 LEACHATE 28/04/14 GJ 1L (1L)

648198 WS2 0.20 LEACHATE 28/04/14 GJ 1L (1L)

648199 WS21 0.25 LEACHATE 30/04/14 GJ 1L (1L)

648200 WS23 3.50 LEACHATE 01/05/14 GJ 1L (1L)

648201 WS25 0.50 LEACHATE 01/05/14 GJ 1L (1L)

648202 WS3 0.50 LEACHATE 28/04/14 GJ 1L (1L)

648203 WS30A 0.15 LEACHATE 30/04/14 GJ 1L (1L)

648204 WS7 0.50 LEACHATE 28/04/14 GJ 1L (1L)






Key: G-Glass P-Plastic J-Jar T-Tub







Page 14 of 16

Appendix A - Details of Analysis

Method Parameter Units

Limit of

Detection

Sample

Preparation Sub-Contracted UKAS MCERTSDETSC 2002 Organic matter % 0.1 Air Dried No Yes Yes

DETSC 2003 Loss on ignition % 0.01 Air Dried No Yes Yes

DETSC 2008 pH pH Units 1 Air Dried No Yes Yes

DETSC 2024 Sulphide mg/kg 10 Air Dried No Yes Yes

DETSC 2076 Sulphate Aqueous Extract as SO4 mg/l 10 Air Dried No Yes Yes

DETSC 2084 Total Carbon % 0.5 Air Dried No Yes Yes

DETSC 2084 Total Organic Carbon % 0.5 Air Dried No Yes Yes

DETSC 2119 Ammoniacal Nitrogen as N mg/kg 0.5 Air Dried No Yes Yes

DETSC 2130 Cyanide free mg/kg 0.1 Air Dried No Yes Yes

DETSC 2130 Cyanide total mg/kg 0.1 Air Dried No Yes Yes

DETSC 2130 Phenol - Monohydric mg/kg 0.3 Air Dried No Yes Yes

DETSC 2130 Thiocyanate mg/kg 0.6 Air Dried No Yes Yes

DETSC 2321 Total Sulphate as SO4 % 0.01 Air Dried No Yes Yes

DETSC 2325 Mercury mg/kg 0.05 Air Dried No Yes Yes

DETSC 3049 Sulphur (free) mg/kg 0.75 Air Dried No Yes Yes

DETSC2123 Boron (water soluble) mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Arsenic mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Barium mg/kg 1.5 Air Dried No Yes Yes

DETSC2301 Beryllium mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Cadmium Available mg/kg 0.1 Air Dried No Yes Yes

DETSC2301 Cadmium mg/kg 0.1 Air Dried No Yes Yes

DETSC2301 Cobalt mg/kg 0.7 Air Dried No Yes Yes

DETSC2301 Chromium mg/kg 0.15 Air Dried No Yes Yes

DETSC2301 Copper mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Manganese mg/kg 20 Air Dried No Yes Yes

DETSC2301 Molybdenum mg/kg 0.4 Air Dried No Yes Yes

DETSC2301 Nickel mg/kg 1 Air Dried No Yes Yes

DETSC2301 Lead mg/kg 0.3 Air Dried No Yes Yes

DETSC2301 Selenium mg/kg 0.5 Air Dried No Yes Yes

DETSC2301 Zinc mg/kg 1 Air Dried No Yes Yes

DETSC 3072 Ali/Aro C10-C35 mg/kg 10 As Received No Yes Yes

DETSC 3072 Aliphatic C10-C12 mg/kg 1.5 As Received No Yes Yes

DETSC 3072 Aliphatic C10-C12 mg/kg 10 As Received No Yes Yes








DETSC 3072 Aromatic C10-C12 mg/kg 0.9 As Received No Yes Yes

DETSC 3072 Aromatic C10-C12 mg/kg 10 As Received No Yes Yes








DETS 062 Benzene mg/kg 0.01 As Received No Yes Yes

DETS 062 Ethylbenzene mg/kg 0.01 As Received No Yes Yes

DETS 062 Toluene mg/kg 0.01 As Received No Yes Yes

DETS 062 Xylene mg/kg 0.01 As Received No Yes Yes

DETS 062 m+p Xylene mg/kg 0.01 As Received No Yes Yes

DETS 062 o Xylene mg/kg 0.01 As Received No Yes Yes

DETSC 3311 C10-C24 Diesel Range Organics (DRO) mg/kg 10 As Received No Yes Yes

DETSC 3311 C24-C40 Lube Oil Range Organics (LORO) mg/kg 10 As Received No Yes Yes

DETSC 3311 EPH (C10-C40) mg/kg 10 As Received No Yes Yes

Page 15 of 16



Limit of

Detection

Sample

Preparation Sub-Contracted UKAS MCERTSDETSC 3303 Acenaphthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Acenaphthylene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(a)pyrene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(a)anthracene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(b)fluoranthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(k)fluoranthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(g,h,i)perylene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Dibenzo(a,h)anthracene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Fluoranthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Indeno(1,2,3-c,d)pyrene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Naphthalene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Phenanthrene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Pyrene mg/kg 0.03 As Received No Yes Yes

DETSC 3401 PCB 28 + PCB 31 mg/kg 0.01 As Received No Yes Yes

DETSC 3401 PCB 52 mg/kg 0.01 As Received No Yes Yes






DETSC 3401 PCB Total mg/kg 0.01 As Received No Yes Yes

Method details are shown only for those determinands listed in Annex A of the MCERTS standard. Anything not included on this list falls outside the scope of

MCERTS. No Recovery Factors are used in the determination of results. Results reported assume 100% recovery. Full method statements are available on

request.

Page 16 of 16

Client

Our Reference

Client Reference

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown







Business Manager


3 Soil samples.

15-May-14

16-May-14

21-May-14

Identified by prefix DETSn (details on request), Asbestos Analysis DETSC 1101.


21-May-14




Wheler Road

Coventry

West Midlands

CV3 4LJ

14-06068

21232



Summary of Chemical AnalysisMatrix Descriptions

Our Ref 14-06068

Client Ref 21232


Sample ID Depth Lab No Completed Matrix DescriptionWS11 0.5 646626 21/05/2014 Brown gravelly sandy CLAY with odd rootlets

WS16 1.5 646627 21/05/2014 Dark brown gravelly sandy CLAY with odd rootlets

Page 2 of 7



Contract Title Tamworth Golf CourseLab No 646626 646627 646628

Sample ID WS11 WS16 WS18Depth 0.50 1.50 2.00

Other IDSample Type SOIL SOIL SOIL

Sampling Date 29/04/14 29/04/14 28/04/14

Sampling Time n/s n/s n/s


DETSC 2301# 0.2 mg/kg 13 17 35DETSC 2301# 0.1 mg/kg 1.1 0.8 1.2DETSC 2301# 0.15 mg/kg 25 31 28DETSC 2204* 1 mg/kg < 1.0 < 1.0DETSC 2301# 0.2 mg/kg 25 57 73DETSC 2301# 0.3 mg/kg 35 54 43DETSC 2325# 0.05 mg/kg < 0.05 < 0.05 < 0.05DETSC 2301# 1 mg/kg 25 41 75DETSC 2301# 0.5 mg/kg 1.1 < 0.5 1.2DETSC 2301# 1 mg/kg 79 89 45

DETSC 2008# 6.5 6.6DETSC 2002# 0.1 % 3.0 6.3DETSC 2076# 10 mg/l 15 37

DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 0.1 mg/kg < 0.1 < 0.1DETSC 3301 1.6 mg/kg < 1.6 < 1.6

Metals

Inorganics

PAHs

FluoreneIndeno(1,2,3-c,d)pyreneNaphthalenePhenanthrenePyrenePAH

Benzo(b)fluorantheneBenzo(k)fluorantheneBenzo(g,h,i)peryleneChryseneDibenzo(a,h)anthraceneFluoranthene


AcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyrene


pHOrganic matter



Summary of Asbestos AnalysisSoil Samples



Lab No Sample ID Material Type Result Comment* Analyst646626 WS11 0.50 SOIL NAD none Colin Patrick

646627 WS16 1.50 SOIL NAD none Colin Patrick

Crocidolite = Blue Asbestos, Amosite = Brown Asbestos, Chrysotile = White Asbestos. Anthophyllite, Actinolite and Tremolite are other forms of Asbestos.

Samples are analysed by DETSC 1101 using polarised light microscopy in accordance with HSG248 and documented in-house methods. NAD = No Asbestos

Detected. Where a sample is NAD, the result is based on analysis of at least 2 sub-samples and should be taken to mean 'no asbestos detected in sample'. Key: * -

not included in laboratory scope of accreditation.

Page 4 of 7




Lab No Sample ID

Date


Inappropriate

container for

tests646626 WS11 0.50 SOIL 29/04/14 GJ 250ml (250ml), GV (40ml), PT 1L

(1kg)


days)

646627 WS16 1.50 SOIL 29/04/14 GJ 250ml (250ml), GV (40ml), PT 1L

(1kg)


days)

646628 WS18 2.00 SOIL 28/04/14 GJ 250ml (250ml), GV (40ml), PT 1L

(1kg)






Key: G-Glass P-Plastic J-Jar V-Vial T-Tub







Page 5 of 7



Limit of

Detection

Sample

Preparation Sub-Contracted UKAS MCERTSDETSC 2002 Organic matter % 0.1 Air Dried No Yes Yes

DETSC 2003 Loss on ignition % 0.01 Air Dried No Yes Yes

DETSC 2008 pH pH Units 1 Air Dried No Yes Yes

DETSC 2024 Sulphide mg/kg 10 Air Dried No Yes Yes

DETSC 2076 Sulphate Aqueous Extract as SO4 mg/l 10 Air Dried No Yes Yes

DETSC 2084 Total Carbon % 0.5 Air Dried No Yes Yes

DETSC 2084 Total Organic Carbon % 0.5 Air Dried No Yes Yes

DETSC 2119 Ammoniacal Nitrogen as N mg/kg 0.5 Air Dried No Yes Yes

DETSC 2130 Cyanide free mg/kg 0.1 Air Dried No Yes Yes

DETSC 2130 Cyanide total mg/kg 0.1 Air Dried No Yes Yes

DETSC 2130 Phenol - Monohydric mg/kg 0.3 Air Dried No Yes Yes

DETSC 2130 Thiocyanate mg/kg 0.6 Air Dried No Yes Yes

DETSC 2321 Total Sulphate as SO4 % 0.01 Air Dried No Yes Yes

DETSC 2325 Mercury mg/kg 0.05 Air Dried No Yes Yes

DETSC 3049 Sulphur (free) mg/kg 0.75 Air Dried No Yes Yes

DETSC2123 Boron (water soluble) mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Arsenic mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Barium mg/kg 1.5 Air Dried No Yes Yes

DETSC2301 Beryllium mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Cadmium Available mg/kg 0.1 Air Dried No Yes Yes

DETSC2301 Cadmium mg/kg 0.1 Air Dried No Yes Yes

DETSC2301 Cobalt mg/kg 0.7 Air Dried No Yes Yes

DETSC2301 Chromium mg/kg 0.15 Air Dried No Yes Yes

DETSC2301 Copper mg/kg 0.2 Air Dried No Yes Yes

DETSC2301 Manganese mg/kg 20 Air Dried No Yes Yes

DETSC2301 Molybdenum mg/kg 0.4 Air Dried No Yes Yes

DETSC2301 Nickel mg/kg 1 Air Dried No Yes Yes

DETSC2301 Lead mg/kg 0.3 Air Dried No Yes Yes

DETSC2301 Selenium mg/kg 0.5 Air Dried No Yes Yes

DETSC2301 Zinc mg/kg 1 Air Dried No Yes Yes

DETSC 3072 Ali/Aro C10-C35 mg/kg 10 As Received No Yes Yes



















DETS 062 Benzene mg/kg 0.01 As Received No Yes Yes

DETS 062 Ethylbenzene mg/kg 0.01 As Received No Yes Yes

DETS 062 Toluene mg/kg 0.01 As Received No Yes Yes

DETS 062 Xylene mg/kg 0.01 As Received No Yes Yes

DETS 062 m+p Xylene mg/kg 0.01 As Received No Yes Yes

DETS 062 o Xylene mg/kg 0.01 As Received No Yes Yes

DETSC 3311 C10-C24 Diesel Range Organics (DRO) mg/kg 10 As Received No Yes Yes

DETSC 3311 C24-C40 Lube Oil Range Organics (LORO) mg/kg 10 As Received No Yes Yes

DETSC 3311 EPH (C10-C40) mg/kg 10 As Received No Yes Yes

Page 6 of 7



Limit of

Detection

Sample

Preparation Sub-Contracted UKAS MCERTSDETSC 3303 Acenaphthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Acenaphthylene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(a)pyrene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(a)anthracene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(b)fluoranthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(k)fluoranthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Benzo(g,h,i)perylene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Dibenzo(a,h)anthracene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Fluoranthene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Indeno(1,2,3-c,d)pyrene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Naphthalene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Phenanthrene mg/kg 0.03 As Received No Yes Yes

DETSC 3303 Pyrene mg/kg 0.03 As Received No Yes Yes

DETSC 3401 PCB 28 + PCB 31 mg/kg 0.01 As Received No Yes Yes







DETSC 3401 PCB Total mg/kg 0.01 As Received No Yes Yes

Method details are shown only for those determinands listed in Annex A of the MCERTS standard. Anything not included on this list falls outside the scope of

MCERTS. No Recovery Factors are used in the determination of results. Results reported assume 100% recovery. Full method statements are available on

request.

Page 7 of 7

Client

Our Reference

Client Reference

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown







Business Manager


4 Water samples.

03-Jun-14

03-Jun-14

10-Jun-14



10-Jun-14




Wheler Road

Coventry

West Midlands

CV3 4LJ

14-07371

21232



Summary of Chemical AnalysisWater Samples


Contract Title Tamworth Golf CourseLab No 653622 653623 653624 653625

Sample ID WS3 WS4 WS10 WS27Depth

Other IDSample Type WATER WATER WATER WATER

Sampling Date 29/05/14 29/05/14 29/05/14 29/05/14

Sampling Time 1315 1245 1430 1230


DETSC 2306 0.16 ug/l 0.38 0.42 0.25 0.89DETSC 2306 0.03 ug/l 0.05 0.08 0.23 0.32DETSC 2306 0.25 ug/l < 0.25 0.33 < 0.25 0.81DETSC 2306 0.4 ug/l 1.4 1.7 0.9 3.3DETSC 2306 0.09 ug/l 0.33 0.63 0.30 0.81DETSC 2306 0.01 ug/l < 0.01 < 0.01 0.02 0.60DETSC 2306 0.5 ug/l 4.2 2.2 9.0 3.8DETSC 2306 0.25 ug/l 7.5 1.2 0.34 0.40DETSC 2306 1.25 ug/l 34.1 38.7 22.5 151

DETSC 2008 8.8 8.2 7.9 7.2DETSC 2031 1 mg/l 2.8 1.6 1.2 I/SDETSC 2032 10 mg/l 330 300 87 I/SDETSC 2055 0.1 mg/l 9.5 5.6 46 I/SDETSC 2055 0.1 mg/l 1.1 0.53 0.75 I/SDETSC 2055 0.1 mg/l < 0.10 < 0.10 < 0.50 I/SDETSC 2205 0.01 mg/l < 0.01 < 0.01 < 0.01 I/SDETSC 2055 0.1 mg/l 47 19 140 I/SDETSC 2085* 1 mg/l 170 25 21 29

DETSC 3322 0.1 ug/l < 0.1 < 0.1 < 0.1 I/SDETSC 3322 0.1 ug/l < 0.1 < 0.1 2.8 I/SDETSC 3322 0.1 ug/l < 0.1 < 0.1 < 0.1 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 10 ug/l < 10 < 10 < 10 I/SDETSC 3322 0.1 ug/l < 0.1 < 0.1 < 0.1 I/SDETSC 3322 0.1 ug/l < 0.1 < 0.1 < 0.1 I/SDETSC 3322 0.1 ug/l < 0.1 < 0.1 < 0.1 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 1 ug/l < 1.0 < 1.0 < 1.0 I/SDETSC 3072* 10 ug/l < 10 < 10 < 10 I/SDETSC 3072* 10 ug/l < 10 < 10 < 10 I/S

Metals

Inorganics


Aromatic C12-C16Aromatic C16-C21Aromatic C21-C35Aromatic C5-C35TPH Ali/Aro

Aliphatic C21-C35Aliphatic C5-C35Aromatic C5-C7Aromatic C7-C8Aromatic C8-C10Aromatic C10-C12

Aliphatic C5-C6Aliphatic C6-C8Aliphatic C8-C10Aliphatic C10-C12Aliphatic C12-C16Aliphatic C16-C21

ChlorideNitrate as NO3Nitrite as NO2Ortho Phosphate as PSulphate as SO4Total Organic Carbon

Nickel, DissolvedSelenium, DissolvedZinc, Dissolved

pHTotal Biochemical Oxygen DemandTotal Chemical Oxygen Demand

Arsenic, DissolvedCadmium, DissolvedChromium, DissolvedCopper, DissolvedLead, DissolvedMercury, Dissolved

Page 2 of 4Key: * -not accredited. I/S -insufficient sample.



Contract Title Tamworth Golf CourseLab No 653622 653623 653624 653625

Sample ID WS3 WS4 WS10 WS27Depth

Other IDSample Type WATER WATER WATER WATER

Sampling Date 29/05/14 29/05/14 29/05/14 29/05/14

Sampling Time 1315 1245 1430 1230


DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 0.02 < 0.01 I/SDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01 I/SDETS 074* 0.2 ug/l < 0.20 < 0.20 < 0.20 I/S

NaphthalenePhenanthrenePyrenePAH

PAHs

Benzo(g,h,i)peryleneChryseneDibenzo(a,h)anthraceneFluorantheneFluoreneIndeno(1,2,3-c,d)pyrene

AcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluorantheneBenzo(k)fluoranthene

Acenaphthene

Page 3 of 4Key: * -not accredited. I/S -insufficient sample.




Lab No Sample ID

Date


Inappropriate

container for

tests653622 WS3 WATER 29/05/14 GJ 1L (1L), GV (40ml), PB 1L (1L) BOD (2 days), Nitrite as NO2 (2 days), Nitrate as NO3

(2 days)

653623 WS4 WATER 29/05/14 GJ 1L (1L), GV (40ml), PB 1L (1L) BOD (2 days), Nitrite as NO2 (2 days), Nitrate as NO3

(2 days)

653624 WS10 WATER 29/05/14 GJ 1L (1L), GV (40ml), PB 1L (1L) BOD (2 days), Nitrite as NO2 (2 days), Nitrate as NO3

(2 days)

653625 WS27 WATER 29/05/14 GV (40ml), PB 1L (250ml) BOD (2 days), Nitrite as NO2 (2 days), Nitrate as NO3

(2 days)



Key: G-Glass P-Plastic J-Jar B-Bottle V-Vial







Page 4 of 4

Client

Our Reference

Client Reference

Contract Title

Description

Date Received

Date Started

Date Completed

Test Procedures

Notes

Approved By

Rob Brown







Business Manager


3 Water samples.

27-Jun-14

27-Jun-14

03-Jul-14



03-Jul-14




Wheler Road

Coventry

West Midlands

CV3 4LJ

14-09279

21232






Sample ID SW1 SW2 SW3Depth

Other IDSample Type WATER WATER WATER

Sampling Date 25/06/14 25/06/14 25/06/14



DETSC 2306 0.16 ug/l 0.37 0.60 0.44DETSC 2306* 12 ug/l 480 100 97DETSC 2306 0.03 ug/l < 0.03 < 0.03 < 0.03DETSC 2306 0.09 mg/l 120 63 57DETSC 2306 0.25 ug/l < 0.25 0.36 < 0.25DETSC 2203 10 ug/l < 10 < 10 < 10DETSC 2306 0.4 ug/l 3.8 6.2 1.3DETSC 2306 5.5 ug/l 92 8.6 31DETSC 2306 0.09 ug/l 0.17 0.14 0.22DETSC 2306 0.02 mg/l 28 13 11DETSC 2306 0.22 ug/l 250 51 32DETSC 2306 0.01 ug/l < 0.01 < 0.01 < 0.01DETSC 2306 0.5 ug/l 5.8 1.9 0.9DETSC 2306 0.08 mg/l 6.2 3.5 2.2DETSC 2306 0.25 ug/l 0.40 0.28 0.56DETSC 2306 0.07 mg/l 31 22 29DETSC 2306 1.25 ug/l 9.63 12.7 12.2

DETSC 2008 6.0 6.5 6.5DETSC 2031 1 mg/l 2.4 3.3 2.2DETSC 2032 10 mg/l 11 19 260DETSC 2130 20 ug/l < 20 < 20 < 20DETSC 2303* 0.1 mg/l 414 211 188DETSC 2207 0.015 mg/l 0.25 0.21 0.14DETSC 2055 0.1 mg/l 55 48 59DETSC 2055 0.1 mg/l 5.9 21 20DETSC 2055 0.1 mg/l 0.27 0.23 0.35DETSC 2121* 1 mg/l 6.4 12 16DETSC 2205 0.01 mg/l < 0.01 < 0.01 0.12DETSC 2055 0.1 mg/l 250 70 61

DETSC 3311 10 ug/l 420 430 520

DETS 074* 0.01 ug/l < 0.01 < 0.01 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01

Metals

Inorganics


PAHs

Benzo(k)fluorantheneBenzo(g,h,i)perylene


Nitrate as NO3Nitrite as NO2NitrogenOrtho Phosphate as PSulphate as SO4

EPH (C10-C40)

Total Biochemical Oxygen DemandTotal Chemical Oxygen DemandCyanide freeHardnessAmmoniacal Nitrogen as NChloride

Nickel, DissolvedPotassium, DissolvedSelenium, DissolvedSodium, DissolvedZinc, Dissolved

pH

Copper, DissolvedIron, DissolvedLead, DissolvedMagnesium, DissolvedManganese, DissolvedMercury, Dissolved

Arsenic, DissolvedBoron, DissolvedCadmium, DissolvedCalcium, DissolvedChromium, DissolvedHexavalent Chromium





Sample ID SW1 SW2 SW3Depth

Other IDSample Type WATER WATER WATER

Sampling Date 25/06/14 25/06/14 25/06/14


Test Method LOD UnitsDETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 0.03DETS 074* 0.01 ug/l < 0.01 0.02 0.02DETS 074* 0.01 ug/l < 0.01 < 0.01 < 0.01DETS 074* 0.01 ug/l < 0.01 0.13 < 0.01DETS 074* 0.01 ug/l < 0.01 < 0.01 0.06DETS 074* 0.01 ug/l < 0.01 < 0.01 0.02DETS 074* 0.2 ug/l < 0.20 < 0.20 < 0.20

DETSC 2130 100 ug/l < 100 < 100 < 100

Phenols


Phenol - Monohydric

ChryseneDibenzo(a,h)anthraceneFluorantheneFluorene





Lab No Sample ID

Date


Inappropriate

container for

tests664615 SW1 WATER 25/06/14 GJ 500ml (330ml) x2, GV (40ml) x2 Hexavalent Chromium (1 days)

664616 SW2 WATER 25/06/14 GJ 500ml (330ml) x2, GV (40ml) x2 Hexavalent Chromium (1 days)

664617 SW3 WATER 25/06/14 GJ 500ml (330ml) x2, GV (40ml) x2 Hexavalent Chromium (1 days)



Key: G-Glass J-Jar V-Vial







Page 4 of 4

APPENDIX 5

GAS & GROUNDWATER MONITORING

O2% v/v : 21.1 CO2% v/v : 0.0 CH4% v/v : 0.0

H2S ppm : 0 CO ppm : 0Pressure Trend :

Rising

H2S (ppm) CO (ppm) Depth to LNAPL Water Depth Depth to DNAPL Total Depth

Low Steady High Steady High Steady Peak Peak Peak Steady (mbgl) (mbgl) (mbgl) (mbgl)

WS1 -

WS2 -

WS3 - 1009 21.0 21.0 0.4 0.4 0.0 0.0 0 0 0.0 0.0 0.66 3.08

WS4 - 1009 21.0 21.0 0.0 0.0 0.0 0.0 0 0 0.3 0.0 0.22 1.04

WS7 -

WS10 - 1009 16.8 16.8 0.6 0.6 0.0 0.0 0 2 0.0 0.0 1.32 2.10

WS15 -

WS17 - 1009 16.5 16.5 4.3 4.3 0.0 0.0 0 0 0.0 0.0 DRY 2.12

WS19 - 1009 19.4 19.4 2.2 2.2 0.0 0.0 0 0 0.0 0.0 DRY 1.00

WS21 - 1009 17.6 17.6 4.5 4.5 0.0 0.0 0 0 0.0 0.0 2.44 2.81

WS26 - 1009 16.1 16.1 4.4 4.4 0.0 0.0 0 0 0.0 0.0 DRY 2.04

WS27 - 1009 15.2 15.2 3.8 3.8 0.0 0.0 0 0 0.0 0.0 3.71 4.04

WS30 -

Remarks :

Gas Flow Rate (l/hr)

FLOODED - STANDING WATER





Location TimeAtmospheric

Pressure (mb)

O2(% v/v) CO2 (% v/v) CH4 (% v/v)

Date : 28/05/2014

Background Readings:Weather Conditions : Cold, wet, windy

Ground Conditions : Saturated

GAS AND GROUNDWATER MONITORING RESULTS

Contract Name : Tamworth Golf Course

Contract No : 21232

Figure A5.1

O2% v/v : 20.5 CO2% v/v : 0.0 CH4% v/v : 0.0


Rising



WS1 - 1025 17.0 17.0 1.9 1.9 0.0 0.0 0 0 0.0 0.0 - 1.09 - 3.29

WS2 - 1025 20.1 20.1 0.2 0.2 0.0 0.0 0 0 0.1 0.0 - 0.74 - 2.22

WS3 - 1025 20.0 20.0 0.4 0.4 0.0 0.0 0 0 0.0 0.0 - 0.84 - 3.80

WS4 - 1025 20.1 20.1 0.1 0.1 0.0 0.0 0 0 0.0 0.0 - 0.67 - 1.48

WS7 - 1025 19.2 19.2 0.9 0.9 0.0 0.0 0 0 0.0 0.0 - 0.75 - 4.02

WS10 - 1025 17.0 17.0 2.2 2.2 0.0 0.0 0 0 0.1 0.0 - 1.49 - 2.11

WS15 - 1025 7.4 7.4 6.8 6.8 0.0 0.0 0 0 0.0 0.0 - 3.47 - 5.24

WS17 - 1025 17.1 17.1 2.4 2.4 0.0 0.0 0 0 0.0 0.0 - Dry - 2.12

WS19 - 1025 19.6 19.6 1.5 1.5 0.0 0.0 0 0 0.0 0.0 - Dry - 1.01

WS21 - 1025 17.3 17.3 3.1 3.1 0.0 0.0 0 0 0.0 0.0 - 2.09 - 2.84

WS26 - 1025 16.7 16.7 4.9 4.9 0.0 0.0 0 0 0.0 0.0 - Dry - 2.40

WS27 - 1025 18.9 18.9 0.6 0.6 0.0 0.0 0 0 0.0 0.0 - 1.41 - 4.20

WS30 - 1025 13.7 13.7 2.4 2.4 0.0 0.0 0 0 -0.1 0.0 - 1.01 - 3.42

Remarks :

Gas Flow Rate (l/hr)Location Time

Atmospheric Pressure (mb)

O2(% v/v) CO2 (% v/v) CH4 (% v/v)

Date : 03/06/2014

Background Readings:Weather Conditions : Sun and showers

Ground Conditions : Damp



Contract No : 21232

Figure A5.2

O2% v/v : 20.7 CO2% v/v : 0.0 CH4% v/v : 0.0


Falling



WS1 - 1014 16.7 16.7 2.6 2.5 0.0 0.0 0 0 0.3 0.0 - 1.20 - 3.29

WS2 - 1014 19.7 19.7 0.7 0.7 0.0 0.0 0 0 0.0 0.0 - 0.80 - 2.22

WS3 - 1014 20.1 20.1 0.6 0.6 0.0 0.0 0 0 0.2 0.0 - 0.98 - 3.80

WS4 - 1014 20.4 20.4 0.1 0.1 0.1 0.1 0 0 0.0 0.0 - 0.58 - 1.48

WS7 - 1014 20.1 20.1 0.5 0.1 0.0 0.0 0 0 0.0 0.0 - 0.89 - 4.02

WS10 - 1014 17.5 17.5 4.0 4.0 0.0 0.0 0 0 0.0 0.0 - 1.49 - 2.11

WS15 - 1014 3.8 3.8 9.1 9.1 0.0 0.0 0 0 0.0 0.0

WS17 - 1014 16.9 16.9 3.7 3.7 0.0 0.0 0 0 0.0 0.0 - Dry - 2.12

WS19 - 1014 19.3 19.3 1.9 1.9 0.0 0.0 0 0 0.0 0.0 - Dry - 1.01

WS21 - 1014 17.5 17.5 3.8 3.8 0.0 0.0 0 0 0.0 0.0 - 2.18 - 2.84

WS26 - 1014 16.1 16.1 4.7 4.7 0.0 0.0 0 0 0.0 0.0 - Dry - 2.40

WS27 - 1014 19.9 19.9 0.3 0.3 0.0 0.0 0 0 0.0 0.0 - 1.48 - 4.20

WS30 - 1014 15.1 15.1 1.7 1.7 0.1 0.1 0 1 -1.3 -1.3 - 1.10 - 3.42

Remarks :



Contract No : 21232

Date : 20/06/2014

Background Readings:Weather Conditions : Warm, sunny spells, 70% cloud, calm, 20°C

Ground Conditions : Dry


Pressure (mb)

O2(% v/v) CO2 (% v/v) CH4 (% v/v) Gas Flow Rate (l/hr)

Unable to remove gas bung to determine water levels

Figure A5.3

O2% v/v : 20.6 CO2% v/v : 0.0 CH4% v/v : 0.0


Falling



WS1 - 1005 18.0 18.0 2.1 2.0 0.0 0.0 0 0 0.0 0.0 - 1.34 - 3.00

WS2 - 1005 20.6 20.6 0.2 0.1 0.0 0.0 0 0 0.0 0.0 - 1.03 - 2.22

WS3 - 1005 20.4 20.4 0.6 0.6 0.0 0.0 0 0 0.0 0.0 - 1.06 - 3.03

WS4 - 1005 19.9 19.9 1.1 1.0 0.0 0.0 0 0 0.0 0.0 - 0.70 - 1.05

WS7 - 1005 18.8 20.2 0.8 0.2 0.0 0.0 0 0 0.0 0.0 - 1.03 - 3.03

WS10 - 1005 16.9 16.9 4.8 4.8 0.0 0.0 0 0 0.0 0.0 - 1.62 - 2.13

WS15 - 1005

WS17 - 1005 17.3 17.3 3.7 3.7 0.0 0.0 0 0 0.0 0.0 - DRY - 2.14

WS19 - 1005 19.6 19.6 2.0 2.0 0.0 0.0 0 0 0.0 0.0 - DRY - 1.02

WS21 - 1005 17.3 17.6 4.3 4.3 0.0 0.0 0 0 0.0 0.0 - 2.22 - 2.86

WS26 - 1005 18.0 18.0 3.9 3.9 0.0 0.0 0 0 -0.1 0.0 - DRY - 2.06

WS27 - 1005 20.8 20.8 0.4 0.4 0.0 0.0 0 0 0.0 0.0 - 1.55 - 4.06

WS30 - 1005 8.2 10.4 2.2 2.2 0.0 0.0 0 0 0.0 0.0 - 1.20 - 3.44

Remarks :

Unable to removed gas bung wedged in borehole


Pressure (mb)

O2(% v/v) CO2 (% v/v) CH4 (% v/v) Gas Flow Rate (l/hr)

Date : 25/06/2014

Background Readings:Weather Conditions : Warm, sunny, 20°C




Contract No : 21232

Figure A5.4

O2% v/v : 20.7 CO2% v/v : 0.0 CH4% v/v : 0.0


Rising



WS1 - 1011 18.9 19.2 2.1 1.6 0.0 0.0 0 3 0.3 0.0 1.36 3.21

WS2 - 1011 18.5 18.5 1.9 1.9 0.0 0.0 0 0 0.1 0.0 1.16 2.21

WS3 - 1011 20.5 20.5 0.3 0.3 0.0 0.0 0 0 0.0 0.0 1.11 3.02

WS4 - 1011 18.3 18.3 3.1 3.1 0.0 0.0 0 3 0.0 0.0 0.74 1.03

WS7 - 1011 19.8 20.0 0.5 0.2 0.0 0.0 0 0 -0.1 -0.1 1.09 4.02

WS10 - 1011 18.2 18.2 3.2 3.2 0.0 0.0 0 0 0.3 0.0 1.72 2.10

WS15 - 1011

WS17 - 1011 16.8 16.8 3.6 3.6 0.0 0.0 0 1 0.0 0.0 DRY 2.12

WS19 - 1011 19.6 19.6 1.3 1.3 0.0 0.0 0 0 0.0 0.0 DRY 1.01

WS21 - 1011 17.7 17.7 3.8 3.8 0.0 0.0 0 0 0.0 0.0 2.09 2.85

WS26 - 1011 18.8 18.8 2.6 2.6 0.0 0.0 0 0 0.0 0.0 DRY 2.04

WS27 - 1011 20.3 20.3 0.3 0.3 0.0 0.0 0 0 0.0 0.0 1.78 4.04

WS30 - 1011 4.2 4.2 4.0 4.0 0.0 0.0 0 1 -0.1 -0.1 1.30 3.42

Remarks :



Contract No : 21232

Date : 15/07/2014

Background Readings:Weather Conditions : Warm, 100% cloud, slight wind, 20°C


Gas Flow Rate (l/hr)Location Time

Atmospheric Pressure (mb)

O2(% v/v) CO2 (% v/v) CH4 (% v/v)

BUNG STUCK IN PIPE

Figure A5.5

O2% v/v : 21.0 CO2% v/v : 0.0 CH4% v/v : 0.0


Falling



WS1 - 1008 20.7 20.7 0.0 0.0 0.0 0.0 0 0 0.0 0.0 - 1.76 - 3.16

WS2 - 1008 20.7 20.7 0.2 0.1 0.0 0.0 0 0 0.1 0.0 - 1.58 - 2.21

WS3 - 1008 20.7 20.7 0.1 0.1 0.0 0.0 0 0 0.0 0.0 - 1.35 - 3.02

WS4 - 1008 16.4 16.4 0.3 0.3 0.0 0.0 0 0 0.0 0.0 - 0.90 - 1.04

WS7 - 1008 20.7 20.7 0.1 0.1 0.0 0.0 0 0 0.1 0.0 - 1.23 - 4.00

WS10 - 1008 20.7 20.7 0.0 0.0 0.0 0.0 0 0 0.0 0.0 - 2.03 - 2.09

WS15 - 1008

WS17 - 1005 17.6 17.6 3.7 3.7 0.0 0.0 0 0 0.2 0.1 - DRY - 2.12

WS19 - 1008 19.3 19.3 1.6 1.6 0.0 0.0 0 0 0.0 0.0 - DRY - 1.00

WS21 - 1005 17.1 17.1 4.8 4.8 0.0 0.0 0 0 0.0 0.0 - 2.40 - 2.83

WS26 - 1008 20.3 20.3 0.0 0.0 0.0 0.0 0 0 0.0 0.0 - DRY - 2.03

WS27 - 1005 20.3 20.3 0.0 0.0 0.0 0.0 0 0 0.0 0.0 - 2.67 - 4.04

WS30 - 1008 20.3 20.3 0.0 0.0 0.0 0.0 0 0 0.0 0.0 - 1.40 - 3.42

Remarks :



Contract No : 21232

Date : 07/08/2014

Background Readings:Weather Conditions : Warm, 50% cloud, slight wind, 22°C

Ground Conditions : Damp

Gas Flow Rate (l/hr)

BUNG STUCK IN PIPE


Pressure (mb)

O2(% v/v) CO2 (% v/v) CH4 (% v/v)

Figure A5.6

Documents

21232 Draft Factual Report Notes on Site Work ii/i-ii/ii Figures 21232.WS1-WS32 - Window Sample Borehole Records APPENDIX 3 - LABORATORY TESTS General Notes on