Appendix F Indirect CBR test results · 2017-06-27 · Causeway Geotech Ltd CBR estimated using...
Transcript of Appendix F Indirect CBR test results · 2017-06-27 · Causeway Geotech Ltd CBR estimated using...
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
rou
nd
leve
l (m
m)
cumulative number of blows
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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
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)
cumulative number of blows
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EPA Export 27-06-2017:03:18:07
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
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)
cumulative number of blows
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EPA Export 27-06-2017:03:18:07
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
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)
cumulative number of blows
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ectio
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EPA Export 27-06-2017:03:18:07
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
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)
cumulative number of blows
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ectio
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EPA Export 27-06-2017:03:18:07
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
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
th b
elo
w g
rou
nd
leve
l (m
m)
cumulative number of blows
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ectio
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EPA Export 27-06-2017:03:18:07
APPENDIX G
Infiltration test results
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Grangecastle Report No.:16-0987
November 2016
Soak away 01
Soak away 01
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Grangecastle Report No.:16-0987
November 2016
Soak away 01
Soak Away 02
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Grangecastle Report No.:16-0987
November 2016
Soak away 02
Soak Away 02
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Grangecastle Report No.:16-0987
November 2016
Soak Away 01
Soak Away 01
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Grangecastle Report No.:16-0987
November 2016
Soak away 02
Soak Away 03
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Grangecastle Report No.:16-0987
November 2016
Soak Away 03
Soak Away03
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Grangecastle Report No.:16-0987
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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Project No.: 16-0987 Causeway Geotech Ltd
Site: Infiltration Test
Test Location: SKW02
Date 28-Sep-16
width (m) length (m)
test pit top dimensions 0.7 1.5
test pit base dimensions 0.7 1.1 test infiltration rate (q) = 4.175 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 1.3 0.2 From graph below:
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)
volume of water lost
(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
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
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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Project No.: 16-0987 Causeway Geotech Ltd
Site: Infiltration Test
Test Location: SKW03
Date 28-Sep-16
width (m) length (m)
test pit top dimensions 0.9 1.3
test pit base dimensions 0.8 0.9 test infiltration rate (q) = 0.049 m/h
test pit depth 1.3 m depth to groundwater before adding water (m) = dry
time
(mins)
depth to water
surface (m)
depth of
water in pit
(m)
0 0.33 0.97 From graph below:
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)
volume of water lost
(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
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
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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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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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
RemarksPreparation and testing in accordance with BS1377 unless noted below
PARTICLE SIZE DISTRIBUTIONJob Ref 16-0987
Borehole/Pit No. TP B
Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 2
Soil Description Light brown slightly sandy gravelly CLAY. Depth, m 1.40
Specimen Reference 9Specimen
Depthm Sample Type B
Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus201610076
Sieving SedimentationDry Mass of sample, g 8121
Particle Size mm % Passing Particle Size mm % Passing
125 100 0.0630 27 Sample Proportions % dry mass
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
20 71 Grading Analysis
14 66 D100
10 59 D60 10.5
6.3 53 D30 0.132
5 51 D10 0.00791
3.35 47 Uniformity Coefficient 1300
2 43 Curvature Coefficient 0.21
1.18 39
0.6 36 Particle density (assumed)
0.425 35 1.40 Mg/m3
0.3 33
0.212 32
0.15 31
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
RemarksPreparation and testing in accordance with BS1377 unless noted below
PARTICLE SIZE DISTRIBUTIONJob Ref 16-0987
Borehole/Pit No. TP C
Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 4
Soil Description Grey slightly sandy gravelly CLAY with medium cobble content. Depth, m 1.50
Specimen Reference 9Specimen
Depthm Sample Type B
Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus201610077
Sieving SedimentationDry Mass of sample, g 10923
Particle Size mm % Passing Particle Size mm % Passing
125 100 0.0630 18 Sample Proportions % dry mass
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
20 33 Grading Analysis
14 30 D100
10 29 D60 62
6.3 28 D30 12.8
5 27 D10 0.015
3.35 26 Uniformity Coefficient 4100
2 25 Curvature Coefficient 180
1.18 24
0.6 22 Particle density (assumed)
0.425 22 1.40 Mg/m3
0.3 21
0.212 21
0.15 20
0.063 18
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
RemarksPreparation and testing in accordance with BS1377 unless noted below
PARTICLE SIZE DISTRIBUTIONJob Ref 16-0987
Borehole/Pit No. TP D
Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 2
Soil Description Light brown sandy gravelly CLAY with low cobble content. Depth, m 1.70
Specimen Reference 9Specimen
Depthm Sample Type B
Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus201610078
Sieving SedimentationDry Mass of sample, g 9025
Particle Size mm % Passing Particle Size mm % Passing
125 100 0.0630 21 Sample Proportions % dry mass
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
20 53 Grading Analysis
14 47 D100
10 44 D60 25.9
6.3 40 D30 0.93
5 39 D10 0.0127
3.35 36 Uniformity Coefficient 2000
2 33 Curvature Coefficient 2.6
1.18 31
0.6 28 Particle density (assumed)
0.425 27 1.40 Mg/m3
0.3 26
0.212 25
0.15 24
0.063 21
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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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 E
Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 2
Soil Description Brown slightly sandy gravelly CLAY with low cobble content. Depth, m 1.70
Specimen Reference 9Specimen
Depthm Sample Type B
Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus201610079
Sieving SedimentationDry Mass of sample, g 8850
Particle Size mm % Passing Particle Size mm % Passing
125 100 0.0630 28 Sample Proportions % dry mass
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
20 64 Grading Analysis
14 57 D100 125
10 51 D60 16.6
6.3 47 D30 0.118
5 45 D10 0.00623
3.35 43 Uniformity Coefficient 2700
2 40 Curvature Coefficient 0.13
1.18 38
0.6 36 Particle density (assumed)
0.425 35 1.40 Mg/m3
0.3 33
0.212 32
0.15 31
0.063 28
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
For
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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 F
Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 4
Soil Description Brown slightly sandy fine to coarse GRAVEL. Depth, m 2.10
Specimen Reference 9Specimen
Depthm Sample Type B
Test Method BS1377:Part 2:1990, clause 9.2 KeyLAB ID Caus2016100710
Sieving SedimentationDry Mass of sample, g 7454
Particle Size mm % Passing Particle Size mm % Passing
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
20 58 Grading Analysis
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
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
For
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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 G
Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 5
Soil Description Brown mottled grey sandy CLAY. Depth, m 1.80
Specimen Reference 9Specimen
Depthm Sample Type B
Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus2016100711
Sieving SedimentationDry Mass of sample, g 3156
Particle Size mm % Passing Particle Size mm % Passing
125 100 0.0630 48 Sample Proportions % dry mass
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
20 100 Grading Analysis
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
0.6 91 Particle density (assumed)
0.425 87 1.40 Mg/m3
0.3 78
0.212 70
0.15 62
0.063 48
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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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
Project No. Project Name
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
16-0987 Additional Land Survey at Grangecastle, Dublin
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
Project No. Project Name
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
16-0987 Additional Land Survey at Grangecastle, Dublin
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
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 % 2.7 3 5 6
Loss On Ignition 2610 U % 2.8 -- -- 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 < 10 500 -- --
Total (Of 17) PAH's 2700 N mg/kg < 2.0 100 -- --
pH 2010 U 9.4 -- >6 --
Acid Neutralisation Capacity 2015 N mol/kg 0.073 -- 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 0.046 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
Total Dissolved Solids 1020 N 560 150 1100 2000 4000 60000 100000
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
Dry mass of test portion/kg 0.175 0.321
Moisture (%) 14 1.400
0.208
Leachant volume 1st extract/l
Leachant volume 2nd extract/l
Eluant recovered from 1st extract/l
1.50
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
354033
TPB
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EPA Export 27-06-2017:03:18:08
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 % 0.55 3 5 6
Loss On Ignition 2610 U % 2.1 -- -- 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 < 10 500 -- --
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 0.11 -- 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 0.042 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
Total Dissolved Solids 1020 N 620 160 1200 2200 4000 60000 100000
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
Dry mass of test portion/kg 0.175 0.331
Moisture (%) 9.9 1.400
0.211
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
354034
TPD
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EPA Export 27-06-2017:03:18:08
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 % 0.50 3 5 6
Loss On Ignition 2610 U % 2.7 -- -- 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 < 10 500 -- --
Total (Of 17) PAH's 2700 N mg/kg < 2.0 100 -- --
pH 2010 U 8.3 -- >6 --
Acid Neutralisation Capacity 2015 N mol/kg 0.030 -- 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 0.0082 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
Total Dissolved Solids 1020 N 300 98 600 1200 4000 60000 100000
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
Dry mass of test portion/kg 0.175 0.327
Moisture (%) 12 1.400
0.182
Leachant volume 1st extract/l
Leachant volume 2nd extract/l
Eluant recovered from 1st extract/l
2.00
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
354035
TPD
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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:
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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
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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 >C6-C8 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
Aliphatic TPH >C10-C12 U 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 >C12-C16 U 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 >C16-C21 U 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 >C21-C35 U 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 >C35-C44 N 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 >C7-C8 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
Aromatic TPH >C10-C12 U 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 >C12-C16 U 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 >C16-C21 U 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 >C21-C35 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 >C35-C44 N 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.:
Page 2 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
Top Depth (m):
Date Sampled:
Sample Type:
Project: 16-0841 - Grangecastle Additional Land Survey
Chemtest Job No.:
Chemtest Sample ID.:
Client Location ID.:
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
Page 3 of 6
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EPA Export 27-06-2017:03:18:08
Results - Soil
Client: Causeway Geotech Ltd
Quotation No.:
Order No.:
Determinand Accred. SOP Units LOD
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 >C6-C8 N 2680 mg/kg 1.0
Aliphatic TPH >C8-C10 U 2680 mg/kg 1.0
Aliphatic TPH >C10-C12 U 2680 mg/kg 1.0
Aliphatic TPH >C12-C16 U 2680 mg/kg 1.0
Aliphatic TPH >C16-C21 U 2680 mg/kg 1.0
Aliphatic TPH >C21-C35 U 2680 mg/kg 1.0
Aliphatic TPH >C35-C44 N 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 >C7-C8 N 2680 mg/kg 1.0
Aromatic TPH >C8-C10 U 2680 mg/kg 1.0
Aromatic TPH >C10-C12 U 2680 mg/kg 1.0
Aromatic TPH >C12-C16 U 2680 mg/kg 1.0
Aromatic TPH >C16-C21 U 2680 mg/kg 1.0
Aromatic TPH >C21-C35 N 2680 mg/kg 1.0
Aromatic TPH >C35-C44 N 2680 mg/kg 1.0
Total Aromatic Hydrocarbons N 2680 mg/kg 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.:
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.:
Determinand Accred. SOP Units LOD
Top Depth (m):
Date Sampled:
Sample Type:
Project: 16-0841 - Grangecastle Additional Land Survey
Chemtest Job No.:
Chemtest Sample ID.:
Client Location ID.:
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:
Page 6 of 6
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EPA Export 27-06-2017:03:18:08
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
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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
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 27-06-2017:03:18:08