Appendix F Indirect CBR test results · 2017-06-27 · Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated

Appendix F Indirect CBR test results

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Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983):

Dynamic Cone Penetrometer (DCP) test results and estimated CBR Log CBR = 2.632-1.28 Log (mm/blow)

Project: Additional Investigation at Grangecastle Report No:

Test Number: Date:

100

170

170

335

335

410

410

540

540

695

695

758

758

871

871

990

19

16 13

6.3 41

TP A

16-0987

16-Sep-16

35 4.5

depth

from

to

(mm)

mm/blowCBR

(%)

43 3.4

55 2.5

19 10

8.5 28

11

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60

dep

th b

elo

w g

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leve

l (m

m)

cumulative number of blows

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Test Number: Date:

100

170

170

250

250

279

279

560

560

943

943

1030

14 15

20 9.3

2.4 139

TP B

16-0987

15-Sep-16

10 22

depth

from

to

(mm)

mm/blowCBR

(%)

29 5.6

17 11

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70

dep

th b

elo

w g

rou

nd

leve

l (m

m)


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Test Number: Date:

100

177

177

250

250

305

305

315

315

430

430

510

510

645

645

943

49

1.9 186

8 30

TP C

16-0987

15-Sep-16

26 6.7

depth

from

to

(mm)

mm/blowCBR

(%)

0.7 720

7.3 34

4.2 68

16 13

5.4

100

200

300

400

500

600

700

800

900

1000

1100

0 20 40 60 80 100 120 140 160 180

dep

th b

elo

w g

rou

nd

leve

l (m

m)


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Test Number: Date:

100

167

167

220

220

310

310

340

340

440

440

660

660

785

785

860

860

95514 15

28

33 4.8

20 9.3

TP D

16-0987

15-Sep-16

6.1 42

depth

from

to

(mm)

mm/blowCBR

(%)

10 22

11 21

30 5.5

6.3 41

8.3

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100

dep

th b

elo

w g

rou

nd

leve

l (m

m)


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Test Number: Date:

100

290

290

330

330

535

535

625

625

710

3 105

2.4 143

4.1 70

TP F

16-0987

16-Sep-16

24 7.4

depth

from

to

(mm)

mm/blowCBR

(%)

2.8 113

100

200

300

400

500

600

700

800

0 20 40 60 80 100 120 140 160 180

dep

th b

elo

w g

rou

nd

leve

l (m

m)


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Test Number: Date:

100

179

179

233

233

352

352

472

472

572

572

677

677

752

752

828

828

9274.5 63

13

20 9.3

8.8 27

TP G

16-0987

16-Sep-16

20 9.4

depth

from

to

(mm)

mm/blowCBR

(%)

12 18

27 6.3

9.2 25

7.6 32

15

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60 70 80 90

dep

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w g

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EPA Export 27-06-2017:03:18:07

APPENDIX G

Infiltration test results

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EPA Export 27-06-2017:03:18:07

Grangecastle Report No.:16-0987

November 2016

Soak away 01

Soak away 01

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November 2016

Soak away 01

Soak Away 02

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November 2016

Soak away 02

Soak Away 02

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November 2016

Soak Away 01

Soak Away 01

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November 2016

Soak away 02

Soak Away 03

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November 2016

Soak Away 03

Soak Away03

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November 2016

Soak away 03

Soak Away 03

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Project No.: 16-0987 Causeway Geotech Ltd

Site: Infiltration Test

Test Location: SKW01 #1

Date 28-Sep-16

width (m) length (m)

test pit top dimensions 0.6 1.3

test pit base dimensions 0.5 1 test infiltration rate (q) = 0.033 m/h

test pit depth 1.5 m depth to groundwater before adding water (m) = dry

time

(mins)

depth to water

surface (m)

depth of

water in pit

(m)

0 0.32 1.18 From graph below:

1 0.33 1.17 test start - 75% depth at

2 0.335 1.165 0.885 m water depth

4 0.35 1.15 time is not determined

6 0.365 1.135

8 0.378 1.122 test end - 25% depth at

10 0.39 1.11 0.295 m water depth

15 0.42 1.08 time is 270.0 minutes

20 0.445 1.055

25 0.47 1.03

30 0.49 1.01

45 0.58 0.92

60 0.66 0.84

90 0.76 0.74

120 0.87 0.63

150 0.96 0.54

180 1.05 0.45

210 1.14 0.36

240 1.23 0.27

270 1.33 0.17

time

(mins)

depth to water

surface (m)

depth of

water in pit

(m)

time

elapsed

(mins)

volume of water lost

(m3)

Area of walls and

base at 50% drop

(m2)

q

(m/min)

q

(m/h)

0 0.615 0.885

270 1.205 0.295 270 0.36 2.39 5.5E-04 0.033

.

Grangecastle

Analysis using method as described in

BRE Digest 365 and

CIRIA Report C697-The SUDS Manual

0

0.2

0.4

0.6

0.8

1

1.2

1.4

0 50 100 150 200 250 300

dep

th o

f w

ater

in p

it (

m)

time (mins)

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Test Location: SKW02

Date 28-Sep-16



test pit base dimensions 0.7 1.1 test infiltration rate (q) = 4.175 m/h


time

(mins)

depth to water

surface (m)

depth of

water in pit

(m)


1 1.5 0 test start - 75% depth at

1.5 0.15 m water depth

1.5 time is not determined

1.5

1.5 test end - 25% depth at

1.5 0.05 m water depth

1.5 time is 1.0 minutes

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

time

(mins)

depth to water

surface (m)

depth of

water in pit

(m)

time

elapsed

(mins)


(m3)

Area of walls and

base at 50% drop

(m2)

q

(m/min)

q

(m/h)

0 1.35 0.15

1 1.45 0.05 1 0.08 1.13 7.0E-02 4.175

.

Grangecastle


BRE Digest 365 and


0

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

0 0.2 0.4 0.6 0.8 1 1.2

dep

th o

f w

ater

in p

it (

m)

time (mins)

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EPA Export 27-06-2017:03:18:07



Test Location: SKW03

Date 28-Sep-16



test pit base dimensions 0.8 0.9 test infiltration rate (q) = 0.049 m/h


time

(mins)

depth to water

surface (m)

depth of

water in pit

(m)


1 0.33 0.97 test start - 75% depth at

2 0.33 0.97 0.7275 m water depth

3 0.34 0.96 time is not determined

4 0.34 0.96

6 0.355 0.945 test end - 25% depth at

9 0.37 0.93 0.2425 m water depth

10 0.375 0.925 time is 210.0 minutes

15 0.395 0.905

20 0.41 0.89

25 0.44 0.86

30 0.45 0.85

45 0.49 0.81

60 0.53 0.77

90 0.58 0.72

120 0.62 0.68

150 0.64 0.66

180 0.67 0.63

210 0.7 0.6

time

(mins)

depth to water

surface (m)

depth of

water in pit

(m)

time

elapsed

(mins)


(m3)

Area of walls and

base at 50% drop

(m2)

q

(m/min)

q

(m/h)

0 0.5725 0.7275

210 1.0575 0.2425 210 0.43 2.48 8.2E-04 0.049

.

Grangecastle


BRE Digest 365 and


0

0.2

0.4

0.6

0.8

1

1.2

0 50 100 150 200 250

dep

th o

f w

ater

in p

it (

m)

time (mins)

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Appendix H Laboratory test results

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EPA Export 27-06-2017:03:18:07

SOIL AND ROCK SAMPLE ANALYSIS LABORATORY TEST REPORT

Client: Edge Connex Engineer: Pinnacle Consulting Engineering From: Stephen Watson

Laboratory Manager Causeway Geotech Ltd

Tel: +44(0)2827666640 E-mail: [email protected] Date: 21/10/16 Ref: 16-0987

Additional Land Survey at Grangecastle, Dublin We are pleased to attach the results of laboratory testing carried out for the above project. This memo and its attachments constitute a report of the results of tests as detailed in the Contents page(s). The attached results complete the testing requested and we would therefore wish to confirm that samples will be retained without charge for a period of 60 days from the above date after which they will be appropriately disposed of unless we receive written instructions to the contrary prior to that date. We trust our report meets with your approval but if you have any queries or require additional information, please do not hesitate to contact the undersigned. Approved Signatory

Stephen Watson Laboratory Manager

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Project Name Additional Land Survey at Grangecastle, Dublin

Report Reference. 16-0987

The table below details the tests carried out, the specifications used and the number of tests included in this report:

Material tested Type of test/Properties measured/Range of measurement

Standard specifications

Number of test results included in the report

SOIL Moisture content - oven drying method

BS 1377-2:1990 7

SOIL Liquid limit - cone penetrometer

BS 1377-2:1990 6

SOIL Liquid limit - cone penetrometer - one point

BS 1377-2:1990 6

SOIL Plastic limit BS 1377-2:1990 6

SOIL Plasticity index and liquidity index BS 1377-2:1990 6

SOIL Particle size distribution - wet sieving

BS 1377-2:1990 7

SOIL Particle size distribution - dry sieving

BS 1377-2:1990 7

SOIL Particle size distribution -sedimentation hydrometer method

BS 1377-2:1990 6

SOIL pH Value of Soil BS 1377-3 : 1990 7

SOIL Sulphate Content water extract BS 1377-3 : 1990 7

ROCK Point load index ISRM Commission on Testing Methods. Suggested Method for Determining Point Load Strength 1985

4

ROCK UCS ISRM Suggested Methods - Rock Characterization Testing and Monitoring, Ed. E T Brown - 1981

2

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EPA Export 27-06-2017:03:18:07

Project No. Project Name

w Passing LL PL PI Particle

bulk dry 425µm density

% % % % % Mg/m3

6 1.30 D 12 38 33 -1pt 22 11

2 1.40 B 12 35 37 -1pt 21 16

4 1.50 B 9.7 22 35 -1pt 18 17

2 1.70 B 11 24 35 -1pt 18 17

2 1.70 B 12 35 39 -1pt 22 17

4 2.10 B 9.0

5 1.80 B 30 86 43 -1pt 25 18

All tests performed in accordance with BS1377:1990 unless specified otherwise

Key Date Printed Approved By Table

Density test Liquid Limit Particle density

Linear measurement unless : 4pt cone unless : sp - small pyknometer

wd - water displacement cas - Casagrande method gj - gas jar sheet

wi - immersion in water 1pt - single point test

121/10/2016

Stephen.Watson 1

TP FBrown slightly sandy fine to coarse

GRAVEL.

TP G Brown mottled grey sandy CLAY. CI

TP DLight brown sandy gravelly CLAY

with low cobble content. CL

TP EBrown slightly sandy gravelly

CLAY with low cobble content. CI

CL

TP BLight brown slightly sandy gravelly

CLAY. CI

TP CGrey slightly sandy gravelly CLAY

with medium cobble content. CL

Top Base TypeMg/m

3

TP ABrown slightly sandy gravelly

CLAY.

Summary of Classification Test Results

16-0987 Additional Land Survey at Grangecastle, Dublin

Hole No.

Sample

Soil Description

DensityCasagrande

ClassificationRef

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EPA Export 27-06-2017:03:18:07

3.45

mm

mm

mm

mm

RemarksPreparation and testing in accordance with BS1377 unless noted below

PARTICLE SIZE DISTRIBUTIONJob Ref 16-0987

Borehole/Pit No. TP A

Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 6

Soil Description Brown slightly sandy gravelly CLAY. Depth, m 1.30

Specimen Reference 9Specimen

Depthm Sample Type D

Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus201610075

Sieving SedimentationDry Mass of sample, g 470

Particle Size mm % Passing Particle Size mm % Passing

125 100 0.0630 27 Sample Proportions % dry mass

90 100 0.0355 22 Cobbles 0

75 100 0.0192 16 Gravel 52

63 100 0.0107 13 Sand 21

50 100 0.0064 9

37.5 100 0.0031 6 Fines <0.063mm 27

28 94

20 83 Grading Analysis

14 73 D100

10 67 D60 6.18

6.3 60 D30 0.109

5 57 D10 0.00731

3.35 53 Uniformity Coefficient 850

2 48 Curvature Coefficient 0.26

1.18 44

0.6 40 Particle density (assumed)

0.425 38 1.40 Mg/m3

0.3 36

0.212 34

0.15 32

0.063 27

ApprovedSheet printed

Fig 121/10/2016 14:32

Stephen.WatsonSheet

÷÷

ø

ö

çç

è

æ

1m

m

SILT

Fine Medium Coarse

SAND

Fine Medium Coarse

GRAVEL

Fine Medium Coarse CLAY COBBLES BOULDERS

0

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assin

g %

Particle Size mm

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3.45

mm

mm

mm

mm



Borehole/Pit No. TP B


Soil Description Light brown slightly sandy gravelly CLAY. Depth, m 1.40


Depthm Sample Type B





90 100 0.0353 22 Cobbles 0

75 100 0.0190 17 Gravel 58

63 100 0.0108 12 Sand 16

50 91 0.0064 9

37.5 88 0.0031 6 Fines <0.063mm 27

28 80


14 66 D100

10 59 D60 10.5

6.3 53 D30 0.132

5 51 D10 0.00791



1.18 39


0.425 35 1.40 Mg/m3

0.3 33

0.212 32

0.15 31

0.063 27


Fig 121/10/2016 14:32

Stephen.WatsonSheet

÷÷

ø

ö

çç

è

æ

1m

m

SILT

Fine Medium Coarse

SAND

Fine Medium Coarse

GRAVEL


0

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assin

g %

Particle Size mm

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3.45

mm

mm

mm

mm



Borehole/Pit No. TP C


Soil Description Grey slightly sandy gravelly CLAY with medium cobble content. Depth, m 1.50







90 100 0.0353 15 Cobbles 40

75 71 0.0190 11 Gravel 36

63 60 0.0108 8 Sand 6

50 55 0.0064 6

37.5 46 0.0031 4 Fines <0.063mm 18

28 37


14 30 D100

10 29 D60 62

6.3 28 D30 12.8

5 27 D10 0.015


2 25 Curvature Coefficient 180

1.18 24


0.425 22 1.40 Mg/m3

0.3 21

0.212 21

0.15 20

0.063 18


Fig 121/10/2016 14:32

Stephen.WatsonSheet

÷÷

ø

ö

çç

è

æ

1m

m

SILT

Fine Medium Coarse

SAND

Fine Medium Coarse

GRAVEL


0

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assin

g %

Particle Size mm

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3.45

mm

mm

mm

mm



Borehole/Pit No. TP D


Soil Description Light brown sandy gravelly CLAY with low cobble content. Depth, m 1.70







90 100 0.0353 17 Cobbles 21

75 87 0.0192 12 Gravel 46

63 79 0.0108 9 Sand 12

50 74 0.0064 7

37.5 69 0.0031 5 Fines <0.063mm 21

28 62


14 47 D100

10 44 D60 25.9

6.3 40 D30 0.93

5 39 D10 0.0127



1.18 31


0.425 27 1.40 Mg/m3

0.3 26

0.212 25

0.15 24

0.063 21


Fig 121/10/2016 14:32

Stephen.WatsonSheet

÷÷

ø

ö

çç

è

æ

1m

m

SILT

Fine Medium Coarse

SAND

Fine Medium Coarse

GRAVEL


0

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10 100 1000

Perc

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g %

Particle Size mm

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3.45

mm

mm

mm

mm



Borehole/Pit No. TP E


Soil Description Brown slightly sandy gravelly CLAY with low cobble content. Depth, m 1.70







90 80 0.0350 22 Cobbles 21

75 80 0.0188 18 Gravel 39

63 80 0.0107 13 Sand 13

50 77 0.0063 10

37.5 74 0.0031 8 Fines <0.063mm 28

28 69


14 57 D100 125

10 51 D60 16.6

6.3 47 D30 0.118

5 45 D10 0.00623



1.18 38


0.425 35 1.40 Mg/m3

0.3 33

0.212 32

0.15 31

0.063 28


Fig 121/10/2016 14:32

Stephen.WatsonSheet

÷÷

ø

ö

çç

è

æ

1m

m

SILT

Fine Medium Coarse

SAND

Fine Medium Coarse

GRAVEL


0

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10 100 1000

Perc

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g %

Particle Size mm

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EPA Export 27-06-2017:03:18:07

3.45

mm

mm

mm

mm



Borehole/Pit No. TP F


Soil Description Brown slightly sandy fine to coarse GRAVEL. Depth, m 2.10



Test Method BS1377:Part 2:1990, clause 9.2 KeyLAB ID Caus2016100710



125 100 Sample Proportions % dry mass

90 100 Cobbles 0

75 100 Gravel 74

63 100 Sand 15

50 81

37.5 77 Fines <0.063mm 11

28 64


14 48 D100

10 41 D60 22.1

6.3 35 D30 3.47

5 33 D10

3.35 30 Uniformity Coefficient

2 26 Curvature Coefficient

1.18 23

0.6 19

0.425 18

0.3 16

0.212 15

0.15 14

0.063 11


Fig 121/10/2016 14:32

Stephen.WatsonSheet

÷÷

ø

ö

çç

è

æ

1m

m

SILT

Fine Medium Coarse

SAND

Fine Medium Coarse

GRAVEL


0

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assin

g %

Particle Size mm

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3.45

mm

mm

mm

mm



Borehole/Pit No. TP G


Soil Description Brown mottled grey sandy CLAY. Depth, m 1.80







90 100 0.0355 39 Cobbles 0

75 100 0.0190 31 Gravel 1

63 100 0.0107 25 Sand 51

50 100 0.0063 19

37.5 100 0.0031 13 Fines <0.063mm 48

28 100


14 100 D100

10 100 D60 0.131

6.3 100 D30 0.0179

5 100 D10

3.35 100 Uniformity Coefficient

2 99 Curvature Coefficient

1.18 97


0.425 87 1.40 Mg/m3

0.3 78

0.212 70

0.15 62

0.063 48


Fig 121/10/2016 14:32

Stephen.WatsonSheet

÷÷

ø

ö

çç

è

æ

1m

m

SILT

Fine Medium Coarse

SAND

Fine Medium Coarse

GRAVEL


0

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10 100 1000

Perc

enta

ge P

assin

g %

Particle Size mm

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EPA Export 27-06-2017:03:18:07

Sheet 1 of 1

Contract: Causeway Geotech Ltd

Job No.: 16-0987

CHEMICAL TESTS

Tests 3, 4, 5 & 9 of BS 1377 : Part 3 : 1990

Passing Organic Mass pH

2mm Matter Loss on Soil/water Value

at to Sieve Content Ignition extract @

(m) (m) (%) * (%) # (%) $ (mg/l)

Additional Investigation at Grangecastle Business Park

EH

No.

Sulfate Content SO4

Groundwater

(mg/l)

Sample

Depth Sample

Type No.

TP A B 4 1.30 78 7.5

TP B B 2 1.40 46 8.0

TP C B 2 2.20 72 7.5

TP D B 2 1.70 84 7.5

TP E B 2 1.70 92 8.0

TP F B 4 2.10 112 7.5

TP G B 5 1.80 72 8.0

* Walkley and Black's dichromate method–Clause 3

# Average of 3 specimens-Clause 4

$ Water soluble SO4 from 2:1 water-soil extract-Clause 5.5

@ Average of 2/3 specimens-Clause 9.5

Clause Nos. of BS1377:Part 3:1990

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EPA Export 27-06-2017:03:18:07


Depth Ref. Type Ref. DepthLne W Dps Dps' Is Is(50)

m m mm mm mm mm kN mm MPa MPa

BH A 4.50 C 1 A U YES 72.0 44.0 40.0 11.0 60.6 3.0 3.3

BH A 5.50 C 1 A U YES 72.0 84.0 80.0 16.2 85.6 2.2 2.8

BH C 2.50 C 1 A U YES 72.0 62.0 58.0 42.5 72.9 8.0 9.5

BH C 3.50 C 1 A U YES 72.0 75.0 70.0 37.6 80.1 5.9 7.2

Date Printed Approved By Table

Test performed in accordance with ISRM Suggested Methods : 2007, unless noted otherwise

Detailed legend for test and dimensions, based on ISRM, is shown above.

Size factor, F = (De/50)0.45

for all tests. sheet

121/10/2016

Stephen.Watson 1

Test Type

D - Diametral, A - Axial, I - Irregular Lump, B - Block

Direction

L - parallel to planes of weakness

P - perpendicular to planes of weakness

U - unknown or random

Dimensions

Dps - Distance between platens ( platen separation )

Dps' - at failure ( see ISRM note 6)

Lne - Length from platens to nearest free end

W - Width of shortest dimension perpendicular to load, P

LIMESTONE

LIMESTONE

LIMESTONE

LIMESTONE

Dimensions

Force

P

Equiv

ale

nt dia

mete

r,

De

Point Load

Strength IndexRemarks

(including water

content if

measured)

Type

(D, A

, I, B

)

Direction

(L, P

or

U)

Point Load Strength Index Tests

Summary of Results


Borehole

No.

Sample Specimen

Rock Type

Test Type

see ISRM

Failu

re V

alid

(Y

/N)

P

W Dps

Axial

P

W

Lne Dps

Block/irregular lump Diametral

Dps

P

Lne

W

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EPA Export 27-06-2017:03:18:07


Dia. Length H/D Condition UCS

mm mm Mg/m3 % MPa

5.95 6.30 C 72.0 195.0 2.7 2.56 0.1as

receivedAC 20.8

4.60 5.00 C 72.0 190.0 2.6 2.66 0.2as

receivedF 104.0

1 ISRM p87 test 1, water content at 105 ± 3 oC, specimen as tested for UCS Mode of failure :

2 ISRM p86 clause (vii), Caliper method used for determination of bulk volume and derivation of bulk density S - Single shear MS - multiple shear

3 ISRM p153 part 1, determination of Uniaxial Compressive Strength ( UCS ) of Rock Materials AC - Axial cleavage F - Fragmented

above notes apply unless annotated otherwise in the remarks

Test Specification Date Printed Approved By Table

International Society for Rock Mechanics, The complete ISRM suggested

methods for Rock Characterization Testing and Monitoring, 2007

sheet

UNIAXIAL COMPRESSION TEST ON ROCK - SUMMARY OF RESULTS


Hole No.

Sample

Rock Type

Specimen

Dimensions2 Bulk

Density2

Water

Content

1

Uniaxial Compression3

Remarks

Ref Top Base TypeMode of

failure

BH A LIMESTONE

BH C LIMESTONE

121/10/2016

Stephen.Watson 1

Notes

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EPA Export 27-06-2017:03:18:07

Chemtest Ltd.

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Email: [email protected]

Report No.: 16-22704-1

Initial Date of Issue: 28-Sep-2016

Client Causeway Geotech Ltd

Client Address: 8 Drumahiskey Road

Balnamore

Ballymoney

County Antrim

BT53 7QL

Contact(s): Andy Garne

Colm Hurley

Darren O'Mahony

Matthew Gilbert

Stephen Franey

Stephen Watson

Paul Dunlop

Neil Haggan

Project 16-0841 - Grangecastle Add Land

Survey

Quotation No.: Date Received: 20-Sep-2016

Order No.: Date Instructed: 20-Sep-2016

No. of Samples: 4

Turnaround (Wkdays): 7 Results Due: 28-Sep-2016

Date Approved: 28-Sep-2016

Approved By:

Details: Martin Dyer, Laboratory Manager

Final Report

Page 1 of 6

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EPA Export 27-06-2017:03:18:07

Results - 2 Stage WAC

Chemtest Job No:

Chemtest Sample ID: Limits

Sample Location ID: Stable, Non-

Sample Ref: reactive Hazardous

Top Depth(m): Inert Waste hazardous Waste

Bottom Depth(m): Landfill waste in non- Landfill

Sampling Date: hazardous

Determinand SOP Accred. Units Landfill

Total Organic Carbon 2625 U % 0.59 3 5 6

Loss On Ignition 2610 U % 2.2 -- -- 10

Total BTEX 2760 U mg/kg < 0.010 6 -- --

Total PCBs (7 Congeners) 2815 U mg/kg < 0.10 1 -- --

TPH Total WAC (Mineral Oil) 2670 U mg/kg 28 500 -- --

Total (Of 17) PAH's 2700 N mg/kg < 2.0 100 -- --

pH 2010 U 8.2 -- >6 --

Acid Neutralisation Capacity 2015 N mol/kg 0.044 -- To evaluate To evaluate

Eluate Analysis 2:1 8:1 2:1 Cumulative

mg/l mg/l mg/kg mg/kg 10:1

Arsenic 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 0.5 2 25

Barium 1450 U 0.023 0.0066 < 0.50 < 0.50 20 100 300

Cadmium 1450 U < 0.00010 < 0.00010 < 0.010 < 0.010 0.04 1 5

Chromium 1450 U 0.0048 0.0028 < 0.050 < 0.050 0.5 10 70

Copper 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 2 50 100

Mercury 1450 U < 0.00050 < 0.00050 < 0.0010 < 0.0050 0.01 0.2 2

Molybdenum 1450 U 0.0077 0.011 < 0.050 0.11 0.5 10 30

Nickel 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 0.4 10 40

Lead 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.5 10 50

Antimony 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.06 0.7 5

Selenium 1450 U 0.0013 < 0.0010 < 0.010 < 0.010 0.1 0.5 7

Zinc 1450 U 0.0028 < 0.0010 < 0.50 < 0.50 4 50 200

Chloride 1220 U 10 1.4 20 24 800 15000 25000

Fluoride 1220 U 0.81 0.76 1.6 7.6 10 150 500

Sulphate 1220 U 110 23 220 330 1000 20000 50000

Total Dissolved Solids 1020 N 280 98 560 1200 4000 60000 100000

Phenol Index 1920 U < 0.030 < 0.030 < 0.30 < 0.50 1 - -

Dissolved Organic Carbon 1610 U 7.3 6.7 < 50 68 500 800 1000

Soild Information

Dry mass of test portion/kg 0.175 0.328

Moisture (%) 11 1.400

0.195

Leachant volume 1st extract/l

Leachant volume 2nd extract/l

Eluant recovered from 1st extract/l

0.50

15-Sep-2016

Limit values for compliance leaching test

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

Leachate Test Information

Project: 16-0841 - Grangecastle Add Land Survey

16-22704 Landflll Waste Acceptance Criteria

354032

TPB

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EPA Export 27-06-2017:03:18:07


Chemtest Job No:










Total BTEX 2760 U mg/kg < 0.010 6 -- --


TPH Total WAC (Mineral Oil) 2670 U mg/kg < 10 500 -- --


pH 2010 U 9.4 -- >6 --




Arsenic 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 0.5 2 25

Barium 1450 U 0.046 0.017 < 0.50 < 0.50 20 100 300

Cadmium 1450 U < 0.00010 < 0.00010 < 0.010 < 0.010 0.04 1 5

Chromium 1450 U 0.0027 0.0033 < 0.050 < 0.050 0.5 10 70

Copper 1450 U 0.0020 < 0.0010 < 0.050 < 0.050 2 50 100

Mercury 1450 U < 0.00050 < 0.00050 < 0.0010 < 0.0050 0.01 0.2 2

Molybdenum 1450 U 0.0095 0.013 < 0.050 0.13 0.5 10 30

Nickel 1450 U 0.0021 < 0.0010 < 0.050 < 0.050 0.4 10 40

Lead 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.5 10 50

Antimony 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.06 0.7 5

Selenium 1450 U 0.0023 0.0013 < 0.010 0.014 0.1 0.5 7

Zinc 1450 U 0.0061 < 0.0010 < 0.50 < 0.50 4 50 200

Chloride 1220 U 10 3.8 20 45 800 15000 25000

Fluoride 1220 U 0.46 0.49 < 1.0 4.9 10 150 500

Sulphate 1220 U 340 53 670 870 1000 20000 50000


Phenol Index 1920 U < 0.030 < 0.030 < 0.30 < 0.50 1 - -

Dissolved Organic Carbon 1610 U 13 7.2 < 50 79 500 800 1000

Soild Information


Moisture (%) 14 1.400

0.208




1.50

15-Sep-2016






354033

TPB

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EPA Export 27-06-2017:03:18:08


Chemtest Job No:










Total BTEX 2760 U mg/kg < 0.010 6 -- --




pH 2010 U 8.2 -- >6 --




Arsenic 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 0.5 2 25

Barium 1450 U 0.042 0.0092 < 0.50 < 0.50 20 100 300

Cadmium 1450 U < 0.00010 < 0.00010 < 0.010 < 0.010 0.04 1 5

Chromium 1450 U 0.0027 < 0.0010 < 0.050 < 0.050 0.5 10 70

Copper 1450 U 0.0015 < 0.0010 < 0.050 < 0.050 2 50 100

Mercury 1450 U < 0.00050 < 0.00050 < 0.0010 < 0.0050 0.01 0.2 2

Molybdenum 1450 U 0.0066 0.0097 < 0.050 0.093 0.5 10 30

Nickel 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 0.4 10 40

Lead 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.5 10 50

Antimony 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.06 0.7 5

Selenium 1450 U 0.0019 0.0015 < 0.010 0.015 0.1 0.5 7

Zinc 1450 U 0.0092 0.0026 < 0.50 < 0.50 4 50 200

Chloride 1220 U 9.3 1.2 18 22 800 15000 25000

Fluoride 1220 U 0.59 0.67 1.2 6.6 10 150 500

Sulphate 1220 U 460 72 920 1200 1000 20000 50000


Phenol Index 1920 U < 0.030 < 0.030 < 0.30 < 0.50 1 - -

Dissolved Organic Carbon 1610 U 14 7.2 < 50 80 500 800 1000

Soild Information


Moisture (%) 9.9 1.400

0.211




0.50

15-Sep-2016






354034

TPD

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EPA Export 27-06-2017:03:18:08


Chemtest Job No:










Total BTEX 2760 U mg/kg < 0.010 6 -- --




pH 2010 U 8.3 -- >6 --




Arsenic 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 0.5 2 25

Barium 1450 U 0.0082 0.0013 < 0.50 < 0.50 20 100 300

Cadmium 1450 U < 0.00010 < 0.00010 < 0.010 < 0.010 0.04 1 5

Chromium 1450 U 0.0015 < 0.0010 < 0.050 < 0.050 0.5 10 70

Copper 1450 U 0.0019 < 0.0010 < 0.050 < 0.050 2 50 100

Mercury 1450 U < 0.00050 < 0.00050 < 0.0010 < 0.0050 0.01 0.2 2

Molybdenum 1450 U 0.0015 0.0024 < 0.050 < 0.050 0.5 10 30

Nickel 1450 U < 0.0010 < 0.0010 < 0.050 < 0.050 0.4 10 40

Lead 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.5 10 50

Antimony 1450 U < 0.0010 < 0.0010 < 0.010 < 0.010 0.06 0.7 5

Selenium 1450 U 0.0011 < 0.0010 < 0.010 < 0.010 0.1 0.5 7

Zinc 1450 U 0.0045 < 0.0010 < 0.50 < 0.50 4 50 200

Chloride 1220 U 6.5 1.5 13 20 800 15000 25000

Fluoride 1220 U 0.58 0.62 1.2 6.1 10 150 500

Sulphate 1220 U 140 26 280 380 1000 20000 50000


Phenol Index 1920 U < 0.030 < 0.030 < 0.30 < 0.50 1 - -

Dissolved Organic Carbon 1610 U 9.8 5.0 < 50 55 500 800 1000

Soild Information


Moisture (%) 12 1.400

0.182




2.00

15-Sep-2016






354035

TPD

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EPA Export 27-06-2017:03:18:08

Report Information

Key

U UKAS accredited

M MCERTS and UKAS accredited

N Unaccredited

S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis

SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis

T This analysis has been subcontracted to an unaccredited laboratory

I/S Insufficient Sample

U/S Unsuitable Sample

N/E not evaluated

< "less than"

> "greater than"

Comments or interpretations are beyond the scope of UKAS accreditation

The results relate only to the items tested

Uncertainty of measurement for the determinands tested are available upon request

None of the results in this report have been recovery corrected

All results are expressed on a dry weight basis

The following tests were analysed on samples as received and the results subsequently corrected to a dry

weight basis TPH, BTEX, VOCs, SVOCs, PCBs, Phenols

For all other tests the samples were dried at < 37°C prior to analysis

All Asbestos testing is performed at our Coventry laboratory

Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1

Sample Deviation Codes

A - Date of sampling not supplied

B - Sample age exceeds stability time (sampling to extraction)

C - Sample not received in appropriate containers

D - Broken Container

Sample Retention and Disposal

All soil samples will be retained for a period of 45 days from the date of receipt

All water samples will be retained for 14 days from the date of receipt

Charges may apply to extended sample storage

If you require extended retention of samples, please email your requirements to:

[email protected]

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EPA Export 27-06-2017:03:18:08

mailto:[email protected]

Chemtest Ltd.

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Email: [email protected]

Report No.: 16-22529-1

Initial Date of Issue: 28-Sep-2016

Client Causeway Geotech Ltd

Client Address: 8 Drumahiskey Road

Balnamore

Ballymoney

County Antrim

BT53 7QL

Contact(s): Andy Garne

Darren O'Mahony

Matthew Gilbert

Paul Dunlop

Stephen Franey

Stephen Watson

Colm Hurley

Neil Haggan

Project 16-0841 - Grangecastle Additional

Land Survey

Quotation No.: Date Received: 20-Sep-2016

Order No.: Date Instructed: 20-Sep-2016

No. of Samples: 12

Turnaround (Wkdays): 5 Results Due: 26-Sep-2016

Date Approved: 28-Sep-2016

Approved By:

Details: Robert Monk, Technical Development

Chemist

Final Report

Page 1 of 6

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EPA Export 27-06-2017:03:18:08

Results - Soil

Client: Causeway Geotech Ltd 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529

Quotation No.: 353182 353184 353186 353187 353188 353190 353192 353194 353196

Order No.: TPA TPB TPC TPC TPC TPD TPE TPE TPF

SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL

0.5 1.0 0.5 1.0 2.0 1.0 0.5 2.0 1.0

16-Sep-2016 15-Sep-2016 15-Sep-2016 15-Sep-2016 15-Sep-2016 15-Sep-2016 16-Sep-2016 16-Sep-2016 16-Sep-2016

Determinand Accred. SOP Units LOD

Moisture N 2030 % 0.020 14 13 13 14 15 12 10 8.2 9.8

Stones N 2030 % 0.020 < 0.020 < 0.020 < 0.020 < 0.020 < 0.020 < 0.020 < 0.020 < 0.020 < 0.020

pH U 2010 N/A 8.0 8.2 8.8 8.2 8.1 8.1 8.3 8.5 8.7

Boron (Hot Water Soluble) U 2120 mg/kg 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40

Total Sulphur U 2175 % 0.010 0.086 0.10 0.11 0.085 0.037 0.16 0.24 0.22 0.20

Cyanide (Free) U 2300 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50

Cyanide (Total) U 2300 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50

Thiocyanate U 2300 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0

Sulphide (Easily Liberatable) U 2325 mg/kg 0.50 9.5 14 11 14 40 19 16 13 13

Sulphate (Total) U 2430 % 0.010 0.21 0.30 0.29 0.31 0.089 0.36 1.1 0.39 0.48

Arsenic U 2450 mg/kg 1.0 19 19 22 21 21 21 19 23 20

Cadmium U 2450 mg/kg 0.10 1.2 1.1 1.3 1.2 1.4 1.0 1.0 0.81 1.3

Chromium U 2450 mg/kg 1.0 19 16 19 18 14 14 13 18 13

Copper U 2450 mg/kg 0.50 26 24 28 25 28 22 23 21 19

Mercury U 2450 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Nickel U 2450 mg/kg 0.50 45 43 50 42 60 40 41 36 34

Lead U 2450 mg/kg 0.50 20 16 17 17 14 14 12 13 13

Selenium U 2450 mg/kg 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20

Zinc U 2450 mg/kg 0.50 68 62 72 62 47 51 76 59 45

Chromium (Hexavalent) N 2490 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50

Organic Matter U 2625 % 0.40 1.6 1.0 1.1 1.1 1.2 0.86 2.2 0.74 1.1

Aliphatic TPH >C5-C6 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0


Aliphatic TPH >C8-C10 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0






Total Aliphatic Hydrocarbons N 2680 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0

Aromatic TPH >C5-C7 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0


Aromatic TPH >C8-C10 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0






Total Aromatic Hydrocarbons N 2680 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0

Top Depth (m):

Date Sampled:

Sample Type:

Project: 16-0841 - Grangecastle Additional Land Survey

Chemtest Job No.:

Chemtest Sample ID.:

Client Location ID.:

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EPA Export 27-06-2017:03:18:08

Results - Soil

Client: Causeway Geotech Ltd 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529 16-22529

Quotation No.: 353182 353184 353186 353187 353188 353190 353192 353194 353196

Order No.: TPA TPB TPC TPC TPC TPD TPE TPE TPF

SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL

0.5 1.0 0.5 1.0 2.0 1.0 0.5 2.0 1.0

16-Sep-2016 15-Sep-2016 15-Sep-2016 15-Sep-2016 15-Sep-2016 15-Sep-2016 16-Sep-2016 16-Sep-2016 16-Sep-2016


Top Depth (m):

Date Sampled:

Sample Type:


Chemtest Job No.:



Total Petroleum Hydrocarbons N 2680 mg/kg 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10

Naphthalene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Acenaphthylene N 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Acenaphthene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Fluorene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Phenanthrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Anthracene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Fluoranthene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Pyrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Benzo[a]anthracene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Chrysene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Benzo[b]fluoranthene N 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Benzo[k]fluoranthene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Benzo[a]pyrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Indeno(1,2,3-c,d)Pyrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Dibenz(a,h)Anthracene N 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Benzo[g,h,i]perylene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10

Total Of 16 PAH's N 2800 mg/kg 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0

Resorcinol U 2920 mg/kg 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050

Phenol U 2920 mg/kg 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050

Cresols U 2920 mg/kg 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050

Xylenols U 2920 mg/kg 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050

1-Naphthol N 2920 mg/kg 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050

Trimethylphenols U 2920 mg/kg 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050 < 0.050

Total Phenols U 2920 mg/kg 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30

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EPA Export 27-06-2017:03:18:08

Results - Soil

Client: Causeway Geotech Ltd

Quotation No.:

Order No.:


Moisture N 2030 % 0.020

Stones N 2030 % 0.020

pH U 2010 N/A

Boron (Hot Water Soluble) U 2120 mg/kg 0.40

Total Sulphur U 2175 % 0.010

Cyanide (Free) U 2300 mg/kg 0.50

Cyanide (Total) U 2300 mg/kg 0.50

Thiocyanate U 2300 mg/kg 5.0

Sulphide (Easily Liberatable) U 2325 mg/kg 0.50

Sulphate (Total) U 2430 % 0.010

Arsenic U 2450 mg/kg 1.0

Cadmium U 2450 mg/kg 0.10

Chromium U 2450 mg/kg 1.0

Copper U 2450 mg/kg 0.50

Mercury U 2450 mg/kg 0.10

Nickel U 2450 mg/kg 0.50

Lead U 2450 mg/kg 0.50

Selenium U 2450 mg/kg 0.20

Zinc U 2450 mg/kg 0.50

Chromium (Hexavalent) N 2490 mg/kg 0.50

Organic Matter U 2625 % 0.40

Aliphatic TPH >C5-C6 N 2680 mg/kg 1.0


Aliphatic TPH >C8-C10 U 2680 mg/kg 1.0






Total Aliphatic Hydrocarbons N 2680 mg/kg 5.0

Aromatic TPH >C5-C7 N 2680 mg/kg 1.0


Aromatic TPH >C8-C10 U 2680 mg/kg 1.0






Total Aromatic Hydrocarbons N 2680 mg/kg 5.0

Top Depth (m):

Date Sampled:

Sample Type:


Chemtest Job No.:



16-22529 16-22529 16-22529

353197 353198 353199

TPG TPG TPG

SOIL SOIL SOIL

0.5 1.0 2.0

16-Sep-2016 16-Sep-2016 16-Sep-2016

12 12 20

< 0.020 < 0.020 < 0.020

8.3 8.3 7.8

< 0.40 < 0.40 < 0.40

0.085 0.095 0.038

< 0.50 < 0.50 < 0.50

< 0.50 < 0.50 < 0.50

< 5.0 < 5.0 < 5.0

16 14 3.4

0.23 0.18 0.15

17 16 60

1.0 1.2 0.77

15 14 29

23 29 27

0.12 0.17 0.11

43 44 48

15 20 29

< 0.20 0.22 0.56

48 60 84

< 0.50 < 0.50 < 0.50

1.3 1.4 2.2

< 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

< 5.0 < 5.0 < 5.0

< 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

< 5.0 < 5.0 < 5.0

Page 4 of 6

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EPA Export 27-06-2017:03:18:08

Results - Soil

Client: Causeway Geotech Ltd

Quotation No.:

Order No.:


Top Depth (m):

Date Sampled:

Sample Type:


Chemtest Job No.:



Total Petroleum Hydrocarbons N 2680 mg/kg 10

Naphthalene U 2800 mg/kg 0.10

Acenaphthylene N 2800 mg/kg 0.10

Acenaphthene U 2800 mg/kg 0.10

Fluorene U 2800 mg/kg 0.10

Phenanthrene U 2800 mg/kg 0.10

Anthracene U 2800 mg/kg 0.10

Fluoranthene U 2800 mg/kg 0.10

Pyrene U 2800 mg/kg 0.10

Benzo[a]anthracene U 2800 mg/kg 0.10

Chrysene U 2800 mg/kg 0.10

Benzo[b]fluoranthene N 2800 mg/kg 0.10

Benzo[k]fluoranthene U 2800 mg/kg 0.10

Benzo[a]pyrene U 2800 mg/kg 0.10

Indeno(1,2,3-c,d)Pyrene U 2800 mg/kg 0.10

Dibenz(a,h)Anthracene N 2800 mg/kg 0.10

Benzo[g,h,i]perylene U 2800 mg/kg 0.10

Total Of 16 PAH's N 2800 mg/kg 2.0

Resorcinol U 2920 mg/kg 0.050

Phenol U 2920 mg/kg 0.050

Cresols U 2920 mg/kg 0.050

Xylenols U 2920 mg/kg 0.050

1-Naphthol N 2920 mg/kg 0.050

Trimethylphenols U 2920 mg/kg 0.050

Total Phenols U 2920 mg/kg 0.30

16-22529 16-22529 16-22529

353197 353198 353199

TPG TPG TPG

SOIL SOIL SOIL

0.5 1.0 2.0

16-Sep-2016 16-Sep-2016 16-Sep-2016

< 10 < 10 < 10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 0.10 < 0.10 < 0.10

< 2.0 < 2.0 < 2.0

< 0.050 < 0.050 < 0.050

< 0.050 < 0.050 < 0.050

< 0.050 < 0.050 < 0.050

< 0.050 < 0.050 < 0.050

< 0.050 < 0.050 < 0.050

< 0.050 < 0.050 < 0.050

< 0.30 < 0.30 < 0.30

Page 5 of 6

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EPA Export 27-06-2017:03:18:08

Report Information

Key

U UKAS accredited

M MCERTS and UKAS accredited

N Unaccredited

S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis

SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis

T This analysis has been subcontracted to an unaccredited laboratory

I/S Insufficient Sample

U/S Unsuitable Sample

N/E not evaluated

< "less than"

> "greater than"

Comments or interpretations are beyond the scope of UKAS accreditation

The results relate only to the items tested

Uncertainty of measurement for the determinands tested are available upon request

None of the results in this report have been recovery corrected

All results are expressed on a dry weight basis

The following tests were analysed on samples as received and the results subsequently corrected to a dry

weight basis TPH, BTEX, VOCs, SVOCs, PCBs, Phenols

For all other tests the samples were dried at < 37°C prior to analysis

All Asbestos testing is performed at our Coventry laboratory

Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1

Sample Deviation Codes

A - Date of sampling not supplied

B - Sample age exceeds stability time (sampling to extraction)

C - Sample not received in appropriate containers

D - Broken Container

Sample Retention and Disposal

All soil samples will be retained for a period of 45 days from the date of receipt

All water samples will be retained for 14 days from the date of receipt

Charges may apply to extended sample storage

If you require extended retention of samples, please email your requirements to:

[email protected]

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EPA Export 27-06-2017:03:18:08

mailto:[email protected]

Appendix I SPT hammer energy measurement report

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EPA Export 27-06-2017:03:18:08

2016

Equipe Group

SPT Calibration Report

Type of Hammer SPT HAMMER

Client CAUSEWAY GEOTECH

Test No EQU1428

Test Depth (m) 7.85

Date of Test 09 January 2016

Valid until 08 January 2017

Hammer ID CG205/3

Mass of the hammer m = 63.5kg

Falling height h = 0.76m

E theor = m x g x h = 473J

Diameter d r = 0.052 m

Length of the instrumented rod 0.558 m

Area A = 11.61 cm2

Modulus E a = 206843 MPa

Equipe SPT Analyzer Operators: MH

15/01/2016Date

© Copyright 2016 Equipe Group, The Paddocks, Home Farm Offices, The Upton Estate, Banbury, Oxfordshire, OX15 6HU

Tel: +44 (0)1295 670990 Fax: +44 (0)1295 678232 Email: [email protected]

Hammer Energy Measurement Report

Characteristics of the instrumented rod

Observations:

1.

E meas = 0.33270.10%

E theor = 0.473

kN-m

kN-mEnergy Ratio = =

Fig. B.1 and B.2 BS EN ISO 22476-3 : 2005 + A1 : 2011

Fo

rce

F

(kN

)

Time t (µs)

Force

f dr

10

da

F

1

2

6

5

3

4

Key

1 Anvil

2 Part of instrumented rod

3 Drive Rod

4 Strain Gauge

5 Accelerometer

6 Ground

F Force

dr Diameter of rod

Ve

locit

y

v (m

/s)

Time t (µs)

Particle Velocity

Acce

lera

tio

n

a

(m/s

2)

Time t (µs)

Acceleration

40.000

45.000

50.000

55.000

60.000

65.000

70.000

75.000

80.000

85.000

90.000

120 140 160 180 200 220 240 260

En

erg

y R

ati

o

(%)

Maximum Force (Fmax)

Energy Ratio per Blow

Blow 1

Blow 2

Blow 3

Blow 4

Blow 5

Blow 6

Blow 7

Blow 8

Blow 9

Blow 10

Emeas________

Etheor(Er)

Prepared by: Checked by:

www.equipegroup.com

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APPENDIX B

WYG SI REPORT

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Documents

Appendix F Indirect CBR test results · 2017-06-27 · Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated