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EPA Export 28-11-2017:03:33:00
J Sheils Planning & Environmental Ltd trading as JSPE - Registered in Ireland - Registered office as per letterhead - Company Registration No. 426395 - Directors: J. Sheils, J. Durney - VAT No. IE 9576553
Mr Billy Joe Padden,
Executive Planner,
Planning Department,
Meath County Council,
Buvinda House,
Dublin Road,
Navan,
Co. Meath,
C15 Y291
Date: 10th October 2017
Our Ref: JSPE_173_L25
RE: Clashford Recovery Facility Ltd – Restoration of quarry at Naul, Co. Meath.
Dear, Mr Padden,
Please find enclosed copy of restoration plan (Figure No. B.2.4, Revision E) for the quarry at Clashford,
Naul, Co. Meath including area being restored in accordance with Condition No. 16 of P.A. Reg. Ref.QY36,
QC 17.QC2085, which was imposed under Section 261 of the Planning and Development Act 2000, as
amended. The area remaining to be restored (c. 4.7 ha) is shown dashed in Cyan. For your information we
have also included a copy of Cross Sections (Figure No. B.2.5, Revision C) showing the final land profile for
the restored lands.
We would be grateful if you could confirm in writing that the restoration scheme submitted for the quarry
lands is to the satisfaction of Meath County Council Planning Department. We would also be grateful if
Meath County Council could confirm same with the EPA with respect to the current Waste Licence
Application (W0265-01).
Following on from clarification of the planning history of the site we would be grateful if Meath County
Council could lift the Section 55 Notice, Environmental Order No. A02789/2017.
Please do not hesitate to contact us if you require any further information in relation to this matter.
Yours Sincerely,
For J Sheils Planning & Environmental Ltd
________________________
John Sheils MSCSI MRICS Enc. Schedule of Plans, Drawings & Maps
cc. Mr James McCaldin & Larry Whelan, Environment Section
JSPE
31 Athlumney Castle, Navan, Co Meath
Phone/Fax: Ireland +353 46 9073997
Mobile: John Sheils +353 87 2730087
Email: [email protected]
J Sheils Planning & Environmental Ltd
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EPA Export 28-11-2017:03:33:00
Clashford Recovery Facility Ltd: Naul townland, Naul, Co. Meath
JSPE_173_L25 Page 2 of 2
Schedule of Plans, Drawings & Maps
Figure No. Revision Title Scale Size
B 2.4 E Site Restoration Plan 3500 A3
B 2.5 C Cross Sections 3500 A3
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EPA Export 28-11-2017:03:33:00
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79.27
79.71
79.06
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79.16
78.20
62.24
77.57
78.42
78.00
78.21
78.03
56.24
63.54
68.01
73.34
75.70
76.24
64.98
58.00
47.02
51.75
65.78
73.72
61.66
51.26
67.53
70.38
70.32
58.00
54.06
67.13
69.70
58.62
48.95
55.29
66.75
68.58
66.77
59.56
49.62
56.03
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52.97
55.03
60.81
58.28
52.74
58.79
58.00
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58.00 57.60 57.04
72.85
72.49
70.86
77.00
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73.97
72.63
76.65
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75.65
74.25
73.35
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74.37
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72.53
73.46
72.49
71.34
71.83
71.89
71.26 71.54
68.64 70.51
75.32
71.34
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73.37
70.61
67.26
66.94
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EP
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75.60
74.62
76.50
75.24
77.50
75.46
73.04
78.96
77.42
75.21
72.81
64.38
78.41
76.97
74.70
69.93
67.53
78.99
61.29
79.71
79.06
79.16
78.03
76.24
47.02
58.79 55.31
72.85
72.49
70.86
77.00
76.67
75.50
72.63
76.77
75.65
74.25
73.35
74.37
73.17 72.53
73.46
72.49
71.34
71.83
71.89
71.26 71.54
70.51 71.34
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57.0457.6058.0058.00
59.56 58.2858.00 58.62
60.81 52.7461.66 67.2658.00
55.0366.9464.9868.64
66.77 52.97
70.29 70.17 73.97 74.03 72.30 68.58 55.01
66.75 56.0370.32 69.7070.6175.0472.3973.0472.2972.29
74.05 75.32 73.37 70.38 67.13 55.29 49.62
54.06 48.9573.72 67.5376.6576.51
78.96
79.08 79.89
78.20
78.21 73.34
75.70
51.75
65.78 51.26
78.42
78.00
63.54
68.01
78.93
80.48
81.06
81.1975.09
75.81
77.9178.37
73.11
76.07
73.13
77.57
62.24
56.24
73.1173.11
F
D
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B
A
C
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G
GW 4 WELL
GW 3 WELL
E313399
N2
61
54
5
79.91 78.74
8
0
8
0
79.91 78.74
Delvin River
Delvin River
Stream
Stream
Delvin River
Land access
tracks
GW 1 WELL
74.72
73.32
EP
7
9
8
0
77.04
78.77
79.27
GW 2 WELL
GW 5 WELL
40m 120m0m
75.5075.50
6
2
6
2
56.24
6
1
6
1
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78.21
7777
78.21
B
Scale 1:3500
Ordnance Survey Ireland Licence No. AR 0071917
© Ordnance Survey Ireland and Government of Ireland
Digital Raster Extract Ordnance Survey Data 2500 mapping
OS Sheets 2649 - A & B, 2582 - C & D
NG Centre Point Coords X, Y = 313399, 261545
Landholding (33.4 ha)
Residences
500m from Site
Boundary
Spot Levels (mAOD)
Contours
Restored Area (Planted)
Restored Area
Sections
Date Figure No.
Checked by
Drawn by
Job No.
Scale
DRAWING
LOCATION
CLIENT
NAUL TOWNLAND
Naul, Co. Meath.
SITE RESTORATION PLAN
Clashford Recovery Facility Ltd
John Sheils 1 /3500
John Sheils
06/10/17
JSPE 170
B 2.4
31 Athlumney Castle,
Navan, Co Meath
Phone/Fax: 046 9073997
Mobile: John Sheils 087/ 273 0087
Email: [email protected]
J SHEILS PLANNING & ENVIRONMENTAL LTD
JSPE
Groundwater MonitoringGW 1 WELL
SW
Surfacewater Monitoring
Rev.E
Monitoring Points National Grid Coordinates
GW1 = IG Coords E313153, N261367
GW2 = IG Coords E313387, N261240
GW3 = IG Coords E313508, N261437
GW4 = IG Coords E313747, N261559
GW5 = IG Coords E313952, N261950
SW1 = IG Coords E313170, N261158
SW2 = IG Coords E313291, N261184
SW3 = IG Coords E314000, N261917
SW4 = IG Coords E313399, N261785
SW5 = IG Coords E313456, N261816
Section 261 Quarry Registration
(P.Ref. QY36, QC 17.QC2085)
Lands remaining to be restored (6/10/2017)
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ectio
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.
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EPA Export 28-11-2017:03:33:00
Afforestation Grant Scheme Planting
K
H
I
J
Previously Restored Area
Previously Restored Area
Afforestation Grant Scheme Planting
Previously Restored Area
Delvin R
iver
Delvin R
iver
Afforestation Grant Scheme Planting
Stream
D
E
Afforestation
Grant Scheme
Planting
Stream
C
Stream
Delvin R
iver
Afforestation Grant Scheme Planting
Delvin R
iver
Previously Restored Area
Previously Restored Area
Delvin R
iver
Previously Restored Area
Previously Restored Area
Stream
A
B
Stream
Lands to be restored
Lands to be restored
L
Delvin R
iver
Delvin R
iver
G
Afforestation
Grant Scheme
Planting
Stream
F
Delvin R
iver
Afforestation Grant Scheme Planting
Afforestation Grant
Scheme Planting
Delvin R
iver
Lagoons
Previously Restored Area
Previously Restored Area
Previously Restored Area
Previously Restored Area
Lands to be restored
Previously Restored Area
Lands to be restored
Scale 1:3500
Date Figure No.
Checked by
Drawn by
Job No.
Scale
DRAWING
LOCATION
CLIENT
NAUL TOWNLAND
Naul, Co. Meath.
CROSS SECTIONS
Clashford Recovery Facility Ltd
John Sheils 1 /3500
John Sheils
06/10/17
JSPE 173
B 2.5
31 Athlumney Castle,
Navan, Co Meath
Phone/Fax: 046 9073997
Mobile: John Sheils 087/ 273 0087
Email: [email protected]
J SHEILS PLANNING & ENVIRONMENTAL LTD
JSPE
Legend
Minimum Fill Depth <1m
Maximum Fill Depth 10m
Average Fill Depth 5.4m
Rev.C
Existing Ground Profile (mAOD) - 2009
Final Landform Profile (mAOD)
Existing Ground Profile (mAOD) - 2016
Lands to be restored
For
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ectio
n pur
pose
s only
.
Conse
nt of
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uired
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EPA Export 28-11-2017:03:33:00
J Sheils Planning & Environmental Ltd trading as JSPE - Registered in Ireland - Registered office as per letterhead - Company Registration No. 426395 - Directors: J. Sheils, J. Durney - VAT No. IE 9576553
Mr James McCaldin,
Environment Section,
Meath County Council,
Buvinda House,
Dublin Road,
Navan,
Co. Meath,
C15 Y291
Date: 15th November 2017
Our Ref: JSPE_173_L27
Re: Environmental Order No. A02789/2017 (Section 55 Notice (WMA Act, 1996, as amended) -
Clashford Recovery Facility, Naul, Co. Meath.
Dear Mr McCaldin,
Following on from your email of 9/11/17 please find attached details of the following information as requested.
i.e.
Details of each Waste Management Permit along with each phase clearly marked on an A3 Drawing.
Dates of commencement and completion marked on each phase.
Map showing actual completed infilled areas and permitted boundary
For ease of reference we have marked the various boundaries and relevant details on a copy of the Site
Restoration Plan for the Quarry (Drawing No. 173_1 Attached). Details with respect to date of grant,
commencement and completion of Waste Management Permits/Phases are shown (where known) in the
legend.
As previously advised Phase 3 of the area relating to Waste Permit (WMP 2005/25) is the only area remaining
to be restored by importation of soils and stones. This area is also within the area relating to P.A. Reg.
Ref.QY36, QC 17.QC2085. As you are aware the Waste Licence application (Reg. No. W0265_01) is still
under consideration by the EPA and as such the Waste Permit (WMP 2005/25) remains valid.
We trust that this addresses the matters raised. Please contact us if you require any further clarification with
respect to this matter.
Yours Sincerely,
For J Sheils Planning & Environmental Ltd
________________________
John Sheils MSCSI MRICS
cc. James McCaldin, Caroline Corrigan & Larry Whelan, Environment Section
JSPE
31 Athlumney Castle, Navan, Co Meath
Phone/Fax: Ireland +353 46 9073997
Mobile: John Sheils +353 87 2730087
Email: [email protected]
J Sheils Planning & Environmental Ltd
For
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ectio
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pose
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EPA Export 28-11-2017:03:33:00
Clashford Recovery Facility Ltd: Naul townland, Naul, Co. Meath
JSPE 173 L27 J Sheils Planning & Environmental Ltd Page 2 of 2
Drawing No. 173_1
Site Restoration Plan showing WMP Areas
For
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ectio
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EPA Export 28-11-2017:03:33:00
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77.50
75.46
73.04
70.29
73.32
75.81
77.91
78.96
77.42
75.21
72.81
70.17
64.38
73.11
76.07
78.93
80.48
79.08
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76.97
74.70
72.39
69.93
67.53
73.13
78.99
81.06
81.19
79.89
77.04
76.51
74.05
61.29
79.27
79.71
79.06
78.77
79.16
78.20
62.24
77.57
78.42
78.00
78.21
78.03
56.24
63.54
68.01
73.34
75.70
76.24
64.98
58.00
47.02
51.75
65.78
73.72
61.66
51.26
67.53
70.38
70.32
58.00
54.06
67.13
69.70
58.62
48.95
55.29
66.75
68.58
66.77
59.56
49.62
56.03
55.01
52.97
55.03
60.81
58.28
52.74
58.79
58.00
55.31
58.00 57.60 57.04
72.85
72.49
70.86
77.00
76.67
75.50
73.97
72.63
76.65
76.77
75.65
74.25
73.35
75.04
74.37
73.17
74.03
72.53
73.46
72.49
71.34
71.83
71.89
71.26 71.54
68.64 70.51
75.32
71.34
72.30
73.37
70.61
67.26
66.94
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49
48
4
7
56
56
56
55
5
8
8
0
81
EP
EP
EP
CV
75.60
74.62
76.50
75.24
77.50
75.46
73.04
78.96
77.42
75.21
72.81
64.38
78.41
76.97
74.70
69.93
67.53
78.99
61.29
79.71
79.06
79.16
78.03
76.24
47.02
58.79 55.31
72.85
72.49
70.86
77.00
76.67
75.50
72.63
76.77
75.65
74.25
73.35
74.37
73.17 72.53
73.46
72.49
71.34
71.83
71.89
71.26 71.54
70.51 71.34
76
7
6
7
6
76
7
6
7
6
75
75
7
5
75
7
5
75
7
5
74
74
74
7
4
7
4
74
74
73
73
7
3
7
3
73
73
73
72
72
7
2
7
2
7
2
7
2
71
7
1
7
1
7
1
7
1
7
1
7
1
71
70
7
0
7
0
70
7
0
7
0
7
0
69
6
9
6
9
6
9
69
6
9
6
9
6
9
68
6
8
68
6
8
6
8
6
8
68
6
7
6
7
6
7
6
7
6
7
6
6
6
6
6
6
6
6
6
6
6
6
6
5
6
5
6
5
6
5
65
6
4
6
4
6
4
6
4
64
6
3
6
3
6
3
6
3
63
6
2
62
62
62
6
2
6
2
6
1
6
1
61
61
6
1
6
1
6
0
60
60
6
0
6
0
59
59
59
5
9
5
9
58
58
58
58
58
5
8
5
8
5
7
5
7
5
7
5
7
57
5
7
5
7
5
6
56
5
6
5
6
5
5
55
5
5
5
5
5
4
54
5
4
5
4
5
3
5
3
5
3
5
2
52
5
2
5
1
5
1
5
1
5
0
50
5
0
50
7
0
5
35
25
1
5
04
9
4
8
4
9
4
8
73
4
7
4
7
47
7
7
7
7
77
7
7
7
7
78
7
8
78
78
7
8
7
7
7
9
7
9
7
9
8
0
8
0
7
9
79
7
8
7
7
49
48
4
7
56
56
56
55
5
8
8
0
81
57.0457.6058.0058.00
59.56 58.2858.00 58.62
60.81 52.7461.66 67.2658.00
55.0366.9464.9868.64
66.77 52.97
70.29 70.17 73.97 74.03 72.30 68.58 55.01
66.75 56.0370.32 69.7070.6175.0472.3973.0472.2972.29
74.05 75.32 73.37 70.38 67.13 55.29 49.62
54.06 48.9573.72 67.5376.6576.51
78.96
79.08 79.89
78.20
78.21 73.34
75.70
51.75
65.78 51.26
78.42
78.00
63.54
68.01
78.93
80.48
81.06
81.1975.09
75.81
77.9178.37
73.11
76.07
73.13
77.57
62.24
56.24
73.1173.11
E313399
N2
61
54
5
79.91 78.74
8
0
8
0
79.91 78.74
Delvin River
Delvin River
Stream
Stream
Delvin River
Land access
tracks
74.72
73.32
EP
7
9
8
0
77.04
78.77
79.27
GW 5 WELL
WMP 2001/6
Phase 1
WMP 2001/6
Phase 2
WMP 2005/13
Phase 1
WMP 2005/25
Phase 3
WMP 2005/25
Phase 2
GW 1 WELL
GW 4 WELL
GW 3 WELL
GW 2 WELL
40m 120m0m
75.5075.50
6
2
6
2
56.24
6
1
6
1
56.24
76.7776.77
80.48
8
0
8
0
80.48
WMP 2005/25
Scale 1:3500
Ordnance Survey Ireland Licence No. AR 0071917
© Ordnance Survey Ireland and Government of Ireland
Digital Raster Extract Ordnance Survey Data 2500 mapping
OS Sheets 2649 - A & B, 2582 - C & D
NG Centre Point Coords X, Y = 313399, 261545
Landholding (33.4 ha)
Residences
500m from Site
Boundary
Spot Levels (mAOD)
Contours
Restored Area (Planted)
Restored Area
Date Figure No.
Checked by
Drawn by
Job No.
Scale
DRAWING
LOCATION
CLIENT
NAUL TOWNLAND
Naul, Co. Meath.
SITE RESTORATION PLAN
Showing WMP Areas
Clashford Recovery Facility Ltd
John Sheils 1 /3500
John Sheils
14/11/17
JSPE 170
173_1
31 Athlumney Castle,
Navan, Co Meath
Phone/Fax: 046 9073997
Mobile: John Sheils 087/ 273 0087
Email: [email protected]
J SHEILS PLANNING & ENVIRONMENTAL LTD
JSPE
Groundwater Monitoring
GW 1 WELL
SW
Surfacewater Monitoring
Rev.
Waste Management Permit (WMP 2001/6)
Date of Grant/Commencement not known as
application submitted by John Barnett & Associates
on behalf of P&B Connolly (Dublin) Ltd.
Waste Management Permit (WMP 2005/13)
Granted 30/05/05
Commencement 01/06/05
Ceased by 28/02/06
Waste Management Permit (WMP 2005/25)
Granted 30/11/05
Commencement 9/12/05
Phase 2 Completed during 2011
Phase 3 to be completed (Waste Permit remains
valid as Waste Licence Application W0265-01 under
consideration).
Lands remaining to be restored (13/11/2017)
Waste Licence Application Area 2009 (c. 20.8 ha)
Waste Licence Application Area (c.22.3 ha)
1
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D a n ú E n v i r o n m e n ta l L td , T r a d i n g a s ‘ H y d r o - E n v i r o n m e n ta l S e r v i c e s ’ . C o m p a n y R e g i s t r a t i o n N o . : 4 1 2 6 2 6 . V AT N o : I E 6 4 3 2 6 2 6 H
D i r e c to r s : M i c h a e l G i l l B . A . , B . A . I . , M . S c . , M I E I ; E l a i n e S h e e h a n B . B . S .
Date: 23rd October 2017
Our Ref: P1317-1_0020
Meath County Council
County Hall
Railway Street
Navan
County Meath
C15 AW81
Dear Sirs,
Re: Seasonal Water Quality Monitoring at Clashford Waste Recovery Facility, The Naul,
Co. Meath
1. INTRODUCTION
Hydro-Environmental Services (HES) was requested to complete a round of surface water and
groundwater sampling at Clashford Recovery Facility, The Naul, Co. Meath. A site location
map is shown below as Figure A.
The purpose of this report is to present a description of the sampling methodologies used,
and to provide presentation and interpretation of the resulting independent laboratory
analytical data.
Figure A: Site Location Map
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Clashford Recovery Facility, The Naul, Co. Meath
2
2. NEW MONITORING WELL DRILLING
A new groundwater monitoring well was installed at the site on 04th August 2017. The drilling
works were completed by O’Rourke well drilling from Wexford. The drilling was completed
using a truck mounted 2011 Drilltech T25KW drilling rig.
Summary details for the installed monitoring well are presented in Table A. A geological log
for this well is attached as Appendix I.
Table A: Summary monitoring well construction details
Well ID GW-5
Well location (ING) E313,952, N261,950
Drilling diameter soils/subsoils 8” (200mm, from 0-11.5mbgl)
Drilling diameter in competent bedrock 6” (155mm, from 11.5-30.48 mbgl)
Total depth of well (mbgl) 30.48
Overburden depth (mbgl) 11.5
Water strikes (mbgl) 13.5
Increase in water between 20-30mbgl
Well screen/casing diameter 2” (50mm)
Grout seal interval (mbgl) 0 – 13.60
Sand plug (mbgl) 13.6-14.1
Pea gravel (mbgl) 14.1 – 30.48
2” screen interval (mbgl) 15.14 – 30.48
2” plain casing interval (mbgl) 0-15.14
Steel casing interval (mbgl) 0 - 11.69
Water level from top of plastic casing (04/08/17) 8.80
Water level from top of steel casing (12/09/17) 9.75
3. PREVIOUS WATER QUALITY DATA
Groundwater sampling was completed previously at the site in 2009 and 2014. There are no
other historical water quality data available for these locations. Grid references for
groundwater monitoring well locations are presented in Table B below, and locations are
shown on Figure B.
GW-2, GW-3, GW-4 and GW-5 are all location down-gradient of the site, between the fill area
and the Delvin River. The direction of groundwater flow at the site is from the northwest
towards the southeast in the direction of the Delvin River. The exceedances of IGV values
noted from 2014 data for Ammoniacal N, chloride and microbial pathogens are most likely
related to land spreading of organic fertilizer at the land which was completed at that time to
encourage grass growth following restoration. This issue is discussed in detail in the 2014 EIS.
ID Easting Northing Location
GW-1 313,153 261,367 Up-gradient
GW-2 313,387 261,240 Down-gradient
GW-3 313,508 261,437 Down-gradient
GW-4 313,747 261,559 Down-gradient
GW-5 313,952 261,950 Down-gradient
Table B: Groundwater Monitoring Locations
In addition to these groundwater sampling events, surface water sampling from the local
stream was also completed [on 08th March 2014] at locations SW1 (upstream) and SW2
(downstream). These locations are also illustrated on Figure B. Recent surface water samples
were taken at SW-1 to SW-5 on 12th September 2017.
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Clashford Recovery Facility, The Naul, Co. Meath
3
Figure B: Water sampling locations
4. SAMPLING METHODOLOGIES
The sampling methodology that was used on 12th September 2017 for both groundwater
wells and surface water is outlined as follows:
Prior to purging the well for groundwater sampling, the water level in the well was
recorded using a dipper groundwater level measurement device.
To purge the wells, a 16mm tube/piping was installed within the well casing and the
top of the tubing was connected to a suction pump. The pump was operated to
purge water slowly from the well.
Purging of the wells was completed until 3 well volumes was abstracted, and until
water chemistry, colour and smell had stabilised.
Visual observations (colour) and olfactory observations (smell) were also recorded
during purging/sampling.
The pumped water was tested for standard field chemistry parameters (pH, EC,
temperature, DO) to ensure they were stable before sampling was completed. The
sample was taken from the end of the rising main. A calibrated YSI 556 water quality
meter was used for field chemistry monitoring.
Nitrile gloves were used at all times by personnel during the sampling.
Water sampling was completed using the appropriate laboratory sample bottles.
All sample bottles were labelled with the sample number, well number, site location,
and date and time of sampling.
The groundwater sample bottles were cleaned and stored in a cooler box for
transport to the laboratory.
Groundwater samples were analysed for the suite of parameters comparable to
previous monitoring at the site.
Following the groundwater sampling at each monitoring well, surface water samples
were then taken. The flowing surface water was tested for the same standard field
chemistry parameters as that used for the groundwater samples.
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Clashford Recovery Facility, The Naul, Co. Meath
4
The surface water sample bottles were cleaned and stored in a cooler box for
transport to the laboratory.
Surface water samples were analysed for the suite of parameters comparable to
previous monitoring events.
The completed laboratory Chain of Custody form (for Exova Jones Environmental,
Deeside UK) were included in the sample pack that was shipped to the laboratory.
Samples were kept cool during transport using a cooler box and ice bars.
The samples were couriered delivered to Exova Jones Environmental by Hydro-
Environmental Services on the same day as the sampling was completed.
Exova Jones Environmental are UKAS accredited.
5. SEPTEMBER 2017 WATER SAMPLING RESULTS
5 no. surface water and 4 no. groundwater samples were taken at the subject site on 12th
September 2017 and subsequently analysed against the relevant EQS’s. All surface water
and groundwater data are tabulated in Appendix II and Appendix III respectively [at the
end of this report].
Original laboratory results for the 2017 groundwater and surface water sampling are
contained in Appendix IV.
Groundwater results
Total Alkalinity concentrations vary between 230mg/L and 398mg/L across all sampling
locations and dates and they are representative of typically conditions at the site.
Ammoniacal Nitrogen exceeded the IGV limit in GW-4 (at 0.24mg/l), however the
concentration is significantly reduced compared to the two samples taken in 2014
(0.65-1.4mg/L) indicating an improvement in groundwater quality relative to the 2014
conditions.
Chloride concentrations for GW-3 (60.9mg/l), GW-4 (102.3mg/l) and GW-5 (51.3mg/l) exceed
the IGV limit (30mg/l). Animal waste is a rich source of chloride and these concentration
levels may indicate pollution related to slurry spreading. As discussed in Section 3, a likely
source of elevated nitrogen and chloride is land spreading of organic fertilizer to aid in the
revegetation process at the site. The highest chloride level detected continues to be in GW-4
but it has decreased from concentrations of 120.4mg/l and 127.9mg/l, measured in 2014, to
its current concentration of 102.3mg/l.
All groundwater samples indicate the absence of any microbial pathogens or hydrocarbons
in local groundwater which is an improvement on the 2014 environment where both total
and faecal coliforms were detected in GW-3 and GW-4.
Manganese concentrations for all four samples exceeded the IGV limit (0.05mg/l), however
manganese is a naturally occurring groundwater mineral and dissolves readily in
groundwater in low dissolved oxygen conditions. It is consistently high at all locations, and is
therefore considered to be naturally occurring in local bedrock.
Surface water results
A lower EC was recorded in the surface water samples, between 491 and 638S/cm,
compared to 559-938S/cm for groundwater, suggesting a higher content of dissolved ionic
salts in the groundwater wells compared to the surface water.
The surface water pH level were in the neutral range, between 7.94 and 8.03 for all surface
water sample locations.
Of note are the nitrogen based parameters, which are not significantly elevated but do
indicate a drop in water quality, particularly at monitoring points SW4 and SW5, relative to
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Clashford Recovery Facility, The Naul, Co. Meath
5
unpolluted watercourses. Typically, tillage, livestock or use of fertilisers are likely sources for a
high nitrogen results (both organic and inorganic) and this is feasible given the location of
the sampling points and the surrounding land uses.
Runoff for agricultural land can also be responsible for increased phosphate concentrations.
Similarly to the surface water nitrogen concentrations recorded, the total phosphate
concentration is higher than unpolluted watercourses (0.13-0.06mg/L) but is likely to be a
reflection of the agricultural land uses in the catchment.
6. CONCLUSIONS
Our report conclusions are presented as follows:
One new groundwater monitoring well (GW-5) was drilled at the Clashford site on
4th August 2017.
Overall, both surface water and groundwater sampling results indicate an
improvement in water quality at the site from 2014 to 2017, with general decreasing
trend in all parameters that were reported as elevated in 2014. However, there are still
elevated concentrations of certain parameters detected which are likely to relate to
the use of organic fertilizers to assist in the restoration of vegetation cover at the site.
A round of water sampling was completed on 12th September 2017. Sampling was
completed to a specific methodology, and the results from independent laboratory
analysis indicate the following:
o The majority of groundwater quality parameters are within the IGV limit that
demonstrate that local groundwater at the site is of relatively good quality.
o The manganese concentration in all groundwater wells exceeded the IGV
limit. This is likely to be a natural occurrence due to manganese naturally
occurring in the bedrock.
o The chloride concentration of three wells exceeded the IGV limit. This may be
a result of slurry spreading on at the site to aid vegetation regeneration.
o GW-3 contained elevated levels of potassium and GW-4 contained elevated
ammoniacal nitrogen which may be attributed to the application of organic
fertilizer on the site.
A round of surface water sampling was also completed in September 2017. Sampling
was completed to a specific methodology, and the results from independent
laboratory analysis indicate the following:
o Local surface water was generally of good quality, but did contain elevated
nitrogen concentrations, and this is attributed to local agricultural land use. In
addition, the nitrogen concentrations as measured in 2017 were significantly
lower than that of the discharge point nitrogen concentration in 2014.
7. CLOSURE
I trust the above meets your current requirements. Please contact the undersigned if any
further information is required.
Yours sincerely,
Michael Gill B.A., B.A.I., M.Sc., Dip Geol, MIEI, MCIWEM
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EPA Export 28-11-2017:03:33:01
Clashford Recovery Facility, The Naul, Co. Meath
6
APPENDIX I
GEOLOGICAL LOG FOR MONITORING WELL GW-5
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WATER WELL DRILLING LOG WELL NUMBER:
EASTING:
NORTHING:
ELEVATION:
PROJECT NUMBER:
SITE:
CLIENT:
DRILLING CONTRACTOR:
DATE STARTED:
DATE FINISHED:
LOGGED BY:
FLUSH:
REMARKS:
SCALE As shown
PAGE 1 of 1
HYDRO-ENVIRONMENTAL SERVICES 22 Lower Main Street Dungarvan Co. Waterford Tel: 058-44122 Fax: 058-44244 Email: [email protected]
Well CompletionDescription
Flus
h C
olou
r
H2O
Inje
ct.
Wat
er S
trike
s
Frac
ture
s
Airl
ift Q
(gal
/hr)
Comments
Elev
atio
n
MetersBelow
GroundSurface
0
5
10
15
20
25
30
35
Litho
logy
Formation Description
GW -5
313952
261950
P1317-1
Clashford, The Naul, Co Meath
Clashford Recovery Facility Ltd
O Rourke Well Drilling
04/08/2017
04/08/2017
M.Gill
Air6"
stee
l lin
er
11.5
13.614.1
ba
se 3
0.48
pea
gra
vel
cem
ent g
rout 2"
pie
zo c
asin
g2"
pie
zo sc
reen
8" drilling to 0-11.5mbgl, 6" drilling from 11.5 to30.0mbgl
Brown flush in weathered rock
water strike at 13.5mbgl
Airlifting 500-600gph, cleaning as airlifting occuring
Softer rock between 21 and 24.4
Airlifting 800gphincrease in water between 20-30mbgl
0.00
-11.50
-18.30
-21.30
-22.90
-30.48
Ground SurfaceMADE GROUND of grey brown, sandy gravelCLAY
Weathered siltstone bedrockwith brown water flush
Dark grey SILTSTONE with red and brown staining
Dark grey SILTSTONE with red and brown stainingDark grey SILTSTONE
Total Depth of Borehole
Geosock installed over full length of well screenwater level after install - 8.80mbTOC uPVC pipe
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Clashford Recovery Facility, The Naul, Co. Meath
7
APPENDIX II
SURFACE WATER SAMPLE RESULT TABLES
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HY
DR
O-E
NV
IRO
NM
EN
TA
L S
ER
VIC
ES
CLA
SH
FO
RD
RE
CO
VE
RY
FA
CIL
ITY
, T
HE
NA
UL, C
O. M
EA
TH
Ap
pe
nd
ix II
Cla
shfo
rd R
ec
ove
ry F
ac
ility
, Th
e N
au
l, C
o. M
ea
th
Su
mm
ary
of 2009 a
nd
2017 S
urf
ac
e W
ate
r C
he
mis
try
Da
ta
SW
1SW
2SW
3SW
4SW
52009 S
W R
eg
s A
A
(mg
/l)
2009 S
W R
eg
s M
AC
(mg
/l)
Sa
lmo
nid
wa
ter
reg
ula
tio
ns
SI 293/1
988
13/0
1/2
009
13/0
1/2
009
13/0
1/2
009
12/0
9/2
017
12/0
9/2
017
12/0
9/2
017
12/0
9/2
017
12/0
9/2
017
Pa
ram
ete
rs A
lka
linity (
mg
/l)
220
165
220
332
324
330
256
268
--
--
Am
mo
nia
ca
l N
itro
ge
n a
s N
(m
g/l
)<
0.0
80.3
1<
0.0
80.0
40.1
60.0
50.0
50.0
50.0
40.0
40.0
91
Ars
en
ic (
mg
/l)
0.0
01
0.0
051
0.0
015
<0.0
025
<0.0
025
<0.0
025
<0.0
025
0.0
026
0.0
25
0.0
25
--
Ba
riu
m (
mg
/l)
0.0
34
0.0
37
0.0
34
0.0
31
0.0
31
0.0
19
0.0
28
0.0
29
--
--
Bo
ron
(m
g/l
) 0.0
50.0
60.0
50.0
46
0.0
39
0.0
39
0.0
21
0.0
24
--
--
Ca
dm
ium
(mg
/l)
0.0
0027
0.0
0028
<0.0
001
<0.0
005
<0.0
005
<0.0
005
<0.0
005
<0.0
005
0.0
0008
0.0
0008
0.0
002
- C
alc
ium
(m
g/l
) 94
109
96
118.2
116.5
118.1
86.5
87.6
--
--
Ch
lorid
e (
mg
/l)
31
64
34
27.1
27.9
27.8
28.5
28.4
--
-0.0
05
Ch
rom
ium
(m
g/l
) <
0.0
01
0.0
19
<0.0
01
<0.0
015
<0.0
015
<0.0
015
<0.0
015
<0.0
015
0.0
34
0.0
34
--
Co
nd
uc
tiv
ity (
µS/c
m @
20'C
)
506
692
529
638
610
627
491
505
--
--
Co
pp
er
(mg
/l)
<0.0
5<
0.0
5<
0.0
5<
0.0
07
<0.0
07
<0.0
07
<0.0
07
<0.0
07
0.0
30.0
3-
- C
ya
nid
e (
mg
/l)
<0.0
1<
0.0
1<
0.0
1<
0.0
1<
0.0
1<
0.0
1<
0.0
1<
0.0
10.0
10.0
1-
- D
isso
lve
d O
xyg
en
11.5
11.3
11.7
910
10
10
10
--
-50%
o
r ≥9(m
g/L
) F
luo
rid
e
<0.1
0.2
5<
0.1
<0.3
<0.3
<0.3
<0.3
<0.3
0.5
0.5
--
Iro
n#
0.1
80.3
70.2
30.0
52
0.0
27
0.0
27
0.0
39
0.0
4-
--
- L
ea
d(m
g/l
) <
0.0
02
0.0
04
<0.0
02
<0.0
05
<0.0
05
<0.0
05
<0.0
05
<0.0
05
0.0
072
0.0
072
--
Ma
gn
esi
um
(m
g/l
) 8
10
89.6
9.9
10.2
8.9
8.9
--
--
Ma
ng
an
ese
#
0.0
60.0
80.0
60.0
49
0.0
39
0.0
24
0.0
53
0.0
54
--
--
Me
rcu
ry (
mg
/l)
<
0.0
0005
<0.0
0005
<0.0
0005
<0.0
01
<0.0
01
<0.0
01
<0.0
01
<0.0
01
0.0
0005
0.0
0005
0.0
0007
- N
icke
l#
<0.1
0<
0.1
0<
0.1
0<
0.0
02
<0.0
02
<0.0
02
<0.0
02
<0.0
02
0.0
20.0
2-
- N
itra
te a
s N
O3 (
mg
/l)
25
223
5.4
4.8
4.7
14.5
14.4
--
--
Nitrite
as
NO
2 (
mg
/l)
<
0.2
<0.2
<0.2
<0.0
20.0
60.0
6<
0.0
2<
0.0
20.0
5-
-0.0
5 p
H
7.9
7.8
7.9
7.9
68
7.9
48.0
38
6-9
--
6-9
Ph
osp
ha
te (
low
Le
ve
l), o
rth
o
0.0
80.1
10.1
0.2
10.3
30.3
20.1
30.1
3-
--
- P
ho
sph
oru
s (
mg
/l)
0.0
90.2
70.0
70.0
91
0.1
31
0.1
26
0.0
63
0.0
57
0.0
25
0.0
45
0.0
25
- P
ota
ssiu
m
(mg
/l)
27
34
4.5
4.4
3.2
3.2
--
--
Re
sid
ue
on
Ev
ap
ora
tio
n @
180'C
340
508
318
406
405
412
326
317
--
--
Se
len
ium
(mg
/l)
0.0
015
0.0
02
0.0
016
<0.0
03
<0.0
03
<0.0
03
<0.0
03
<0.0
03
--
--
Silv
er
<
0.0
10.0
20.0
1<
0.0
05
<0.0
05
<0.0
05
<0.0
05
<0.0
05
--
--
So
diu
m
14
44
17
12.2
13.8
14
14.7
14.9
--
--
Su
lph
ate
27
151
41
36
37.6
35.1
26.4
27.9
--
--
Te
mp
era
ture
-
--
--
--
--
--
- T
OC
3.6
6.6
43
44
43
--
--
TO
N
5.8
0.5
15.2
1.2
1.1
1.1
3.3
3.3
--
--
To
tal P
he
no
ls b
y c
olo
urim
etr
y
<0.0
5<
0.0
5<
0.0
5<
0.0
1<
0.0
1<
0.0
1<
0.0
1<
0.0
10.0
08
0.0
08
0.0
46
- Z
inc
#
0.1
80.0
30.0
1<
0.0
03
<0.0
03
<0.0
03
<0.0
03
<0.0
03
0.1
0.1
--
Fa
ec
al C
olif
orm
s (c
fu/1
00m
l)
>100
18
>100
--
--
--
--
- T
ota
l C
olif
orm
s (c
fu/1
00m
l)
>100
>100
>100
--
--
--
--
-
'-' m
ea
ns
no
da
ta a
va
ilab
leb
old
- a
bo
ve
EQ
S o
r w
ate
r q
ua
lity g
uid
elin
es
Wa
ter
Gu
ide
line
s
Sa
mp
le D
ate
Up
stre
am
Dis
ch
arg
eD
ow
nst
rea
mEQ
S -
Su
rfa
ce
Wa
ter
mg
/l
P1317-1
P1317-1
_A
PP
EN
DIX
II
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 28-11-2017:03:33:01
Clashford Recovery Facility, The Naul, Co. Meath
8
APPENDIX III
GROUNDWATER SAMPLE RESULT TABLES
For
insp
ectio
n pur
pose
s only
.
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nt of
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uired
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se.
EPA Export 28-11-2017:03:33:01
HY
DR
O-E
NV
IRO
NM
EN
TA
L S
ER
VIC
ES
CL
AS
HF
OR
D R
EC
OV
ER
Y F
AC
ILIT
Y,
TH
E N
AU
L,
CO
. M
EA
TH
Ap
pe
nd
ix I
II
Cla
shfo
rd R
ec
ove
ry F
ac
ility
, Th
e N
au
l, C
o.
Me
ath
Su
mm
ary
of
2014 a
nd
2017 G
rou
nd
wa
ter
Ch
em
istr
y D
ata
Da
te05/0
8/2
014
11/0
8/2
014
05/0
8/2
014
10/0
9/2
014
10/0
9/2
014
12/0
9/2
017
12/0
9/2
017
12/0
9/2
017
12/0
9/2
017
Pa
ram
ete
rsTo
tal A
lka
linit
y a
s C
aC
O3
(m
g/l
) 2
78
27
02
30
28
03
98
28
62
92
37
23
10
no
ab
no
rma
l c
ha
ng
e
Am
mo
nia
ca
l N
itro
ge
n a
s N
H4
(m
g/l
)0
.08
<0
.03
1.4
<0
.03
0.6
50
.06
<0
.03
0.2
40
.08
0.1
5D
isso
lve
d C
alc
ium
(m
g/l
) 9
0.7
11
9.1
10
9.3
10
2.2
16
9.1
78
.11
30
.41
47
.21
01
20
0C
hlo
rid
e (
mg
/l)
25
110.1
120.4
48.6
127.9
27
.460.9
102.3
51.3
30
Co
nd
uc
tiv
ity(u
S/c
m @
20
'C)
62
99
38
11
40
75
51
24
55
59
87
79
38
-1
00
0D
isso
lve
d Iro
n (m
g/l
) 0
.02
8<
0.0
20
0.1
54
<0
.02
1.9
81
0.1
88
<0
.02
4.1
57
<0
.02
0.2
Lea
d(m
g/l
)-
--
--
<0
.00
5<
0.0
05
<0
.00
5<
0.0
05
0.0
1M
ag
ne
siu
m (m
g/l
) 2
2.9
30
.71
9.5
23
.62
21
9.2
30
.11
7.7
17
.45
0M
an
ga
ne
se (m
g/l
) 0.4
55
0.1
04
0.9
37
0.0
52.6
83
0.3
95
0.0
64
2.2
19
0.0
52
0.0
5N
itra
te (m
g/l
) 0
.70
.20
.41
.3<
0.2
<0
.2<
0.2
20
.52
5N
itrite
(m
g/l
) <
0.0
2<
0.0
2<
0.0
2<
0.0
2<
0.0
2<
0.0
2<
0.0
20
.04
0.1
50
.1p
H
7.7
27
.62
10.6
47
.77
.46
--
--
>=
6.5
an
d <
=9
.5
Ort
ho
Ph
osp
ha
te a
s P
O4
(m
g/l
)<
0.0
6<
0.0
6<
0.0
6<
0.0
6<
0.0
6<
0.0
3<
0.0
3<
0.0
30.0
60
.03
Tota
l P
ho
sph
oru
s (µ
g/l
)3
44
60
54
31
59
7-
--
-D
isso
lve
d P
ota
ssiu
m (m
g/l
) 1
.99.9
75.2
7.5
5.2
1.5
8.3
3.1
3.7
5D
isso
lve
d S
od
ium
(m
g/l
) 2
0.2
26
.69
4.8
21
.37
0.1
18
.72
3.6
35
28
15
0Su
lph
ate
(m
g/l
)7
3.9
79
0.8
21
38
.27
84
.88
70
.39
48
.61
77
.43
64
4.7
20
0Tu
rbid
ity N
TU0
.30
.50
.50
.91
.11
.41
.93
.90
.8EP
H (
C8
- C
40
) (µ
g/l
)<
10
<1
0<
10
<1
0<
10
<1
0<
10
<1
0<
10
C8
- C
40
Min
era
l O
il (µ
g/l
)<
10
<1
0<
10
<1
0<
10
<1
0<
10
<1
0<
10
Fa
ec
al C
olif
orm
s (c
fu/1
00
ml)
0
>100
20
10
30
00
00
0 c
ou
nts
pe
r 1
00
ml
To
tal C
olif
orm
s (c
fu/1
00
ml)
3
>100
600
40
97
00
00
0 c
ou
nts
pe
r 1
00
ml
bo
ld -
exc
ee
ds
IGV
GW
4G
W5
GW
4G
W3
GW
4
GW
In
terim
Gu
ide
line
Va
lue
mg
/l
(Gro
un
dw
ate
r A
sse
ssm
en
t
Crite
ria
)
Sa
mp
le D
ate
GW
2G
W3
GW
2G
W3
P1317-1
P1317-1
_A
PP
EN
DIX
lll
For
insp
ectio
n pur
pose
s only
.
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nt of
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r req
uired
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se.
EPA Export 28-11-2017:03:33:01
Clashford Recovery Facility, The Naul, Co. Meath
9
APPENDIX IV
ORGINAL LABORATORY RESULT FOR 2017 SAMPLES
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ectio
n pur
pose
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EPA Export 28-11-2017:03:33:01
Unit 3 Deeside Point
Zone 3
Deeside Industrial Park
Deeside
Hydro-Environmental Services
Attention :
Date :
Your reference :
Our reference :
Location :
Date samples received :
Status :
Issue :
Nine samples were received for analysis on 14th September, 2017 of which nine were scheduled for analysis. Please find attached our Test Report
which should be read with notes at the end of the report and should include all sections if reproduced. Interpretations and opinions are outside the
scope of any accreditation, and all results relate only to samples supplied.
All analysis is carried out on as received samples and reported on a dry weight basis unless stated otherwise. Results are not surrogate corrected.
Phil Sommerton BSc
Project Manager
P1317-1
Clashford
14th September, 2017
Final report
Compiled By:
Test Report 17/15401 Batch 1
Michael Gill
28th September, 2017
1
Exova Jones Environmental
CH5 2UA
Tel: +44 (0) 1244 833780
Fax: +44 (0) 1244 833781
22 Lower Main Street
Dungarvan
Co Waterford
Registered Address : Exova (UK) Ltd, Lochend Industrial Estate, Newbridge, Midlothian, EH28 8PL
QF-PM 3.1.1 v16Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 1 of 8
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ectio
n pur
pose
s only
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nt of
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uired
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se.
EPA Export 28-11-2017:03:33:01
Client Name: Report : Liquid
Reference:
Location:
Contact: Liquids/products: V=40ml vial, G=glass bottle, P=plastic bottle
JE Job No.: 17/15401 H=H2SO4, Z=ZnAc, N=NaOH, HN=HN03
J E Sample No. 1-6 7-12 13-18 19-24 25-30 31-35 36-40 41-45 46-50
Sample ID P1317-1-SW1 P1317-1-SW2 P1317-1-SW3 P1317-1-SW4 P1317-1-SW5 P1317-1-GW2 P1317-1-GW3 P1317-1-GW4 P1317-1-GW5
Depth
COC No / misc
Containers V H HN N P G V H HN N P G V H HN N P G V H HN N P G V H HN N P G V H HN P G V H HN P G V H HN P G V H HN P G
Sample Date 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017
Sample Type Surface Water Surface Water Surface Water Surface Water Surface Water Ground Water Ground Water Ground Water Ground Water
Batch Number 1 1 1 1 1 1 1 1 1
Date of Receipt 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017
Dissolved Arsenic # <2.5 <2.5 <2.5 <2.5 2.6 <2.5 <2.5 5.3 <2.5 <2.5 ug/l TM30/PM14
Dissolved Barium # 31 31 19 28 29 46 47 108 81 <3 ug/l TM30/PM14
Dissolved Boron 46 39 39 21 24 32 57 26 33 <12 ug/l TM30/PM14
Dissolved Cadmium # <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ug/l TM30/PM14
Dissolved Calcium # 118.2 116.5 118.1 86.5 87.6 78.1 130.4 147.2 101.0 <0.2 mg/l TM30/PM14
Total Dissolved Chromium # <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 ug/l TM30/PM14
Dissolved Copper # <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 ug/l TM30/PM14
Total Dissolved Iron # 52 27 27 39 40 188 <20 4157 <20 <20 ug/l TM30/PM14
Dissolved Lead # <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 ug/l TM30/PM14
Dissolved Magnesium # 9.6 9.9 10.2 8.9 8.9 19.2 30.1 17.7 17.4 <0.1 mg/l TM30/PM14
Dissolved Manganese # 49 39 24 53 54 395 64 2219 52 <2 ug/l TM30/PM14
Dissolved Mercury # <1 <1 <1 <1 <1 - - - - <1 ug/l TM30/PM14
Dissolved Nickel # <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 ug/l TM30/PM14
Dissolved Phosphorus # 91 131 126 63 57 - - - - <5 ug/l TM30/PM14
Dissolved Potassium # 4.0 4.5 4.4 3.2 3.2 1.5 8.3 3.1 3.7 <0.1 mg/l TM30/PM14
Dissolved Selenium # <3 <3 <3 <3 <3 - - - - <3 ug/l TM30/PM14
Dissolved Silver <5 <5 <5 <5 <5 <5 <5 <5 <5 <5 ug/l TM30/PM14
Dissolved Sodium # 12.2 13.8 14.0 14.7 14.9 18.7 23.6 35.0 28.0 <0.1 mg/l TM30/PM14
Dissolved Zinc # <3 <3 <3 <3 <3 <3 <3 <3 17 <3 ug/l TM30/PM14
Total Phosphorus - - - - - 35 41 52 62 <5 ug/l TM30/PM14
EPH (C8-C40) # - - - - - <10 <10 <10 <10 <10 ug/l TM5/PM30
C8-C40 Mineral Oil (Calculation) - - - - - <10 <10 <10 <10 <10 ug/l TM5/PM30
Phenol # <0.01 <0.01 <0.01 <0.01 <0.01 - - - - <0.01 mg/l TM26/PM0
Fluoride <0.3 <0.3 <0.3 <0.3 <0.3 - - - - <0.3 mg/l TM173/PM0
Sulphate as SO4 # 36.0 37.6 35.1 26.4 27.9 48.6 177.4 36.0 44.7 <0.5 mg/l TM38/PM0
Chloride # 27.1 27.9 27.8 28.5 28.4 27.4 60.9 102.3 51.3 <0.3 mg/l TM38/PM0
Nitrate as NO3 # 5.4 4.8 4.7 14.5 14.4 <0.2 <0.2 2.0 0.5 <0.2 mg/l TM38/PM0
Nitrite as NO2 # <0.02 0.06 0.06 <0.02 <0.02 <0.02 <0.02 0.04 0.15 <0.02 mg/l TM38/PM0
Ortho Phosphate as PO4 0.21 0.33 0.32 0.13 0.13 <0.03 <0.03 <0.03 0.06 <0.03 mg/l TM38/PM0
Total Oxidised Nitrogen as N # 1.2 1.1 1.1 3.3 3.3 <0.2 <0.2 0.5 <0.2 <0.2 mg/l TM38/PM0
Total Cyanide # <0.01 <0.01 <0.01 <0.01 <0.01 - - - - <0.01 mg/l TM89/PM0
Ammoniacal Nitrogen as N # 0.04 0.16 0.05 0.05 0.05 - - - - <0.03 mg/l TM38/PM0
Ammoniacal Nitrogen as NH4 # - - - - - 0.06 <0.03 0.24 0.08 <0.03 mg/l TM38/PM0
Total Alkalinity as CaCO3 # 332 324 330 256 268 286 292 372 310 <1 mg/l TM75/PM0
Dissolved Oxygen 9 10 10 10 10 - - - - <1 mg/l TM59/PM0
Electrical Conductivity @25C # 638 610 627 491 505 559 877 938 <2 <2 uS/cm TM76/PM0
Clashford
Michael Gill
Please see attached notes for all
abbreviations and acronyms
LOD/LOR UnitsMethod
No.
Exova Jones Environmental
Hydro-Environmental Services
P1317-1
QF-PM 3.1.2 v11Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 2 of 8
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
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right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 28-11-2017:03:33:01
Client Name: Report : Liquid
Reference:
Location:
Contact: Liquids/products: V=40ml vial, G=glass bottle, P=plastic bottle
JE Job No.: 17/15401 H=H2SO4, Z=ZnAc, N=NaOH, HN=HN03
J E Sample No. 1-6 7-12 13-18 19-24 25-30 31-35 36-40 41-45 46-50
Sample ID P1317-1-SW1 P1317-1-SW2 P1317-1-SW3 P1317-1-SW4 P1317-1-SW5 P1317-1-GW2 P1317-1-GW3 P1317-1-GW4 P1317-1-GW5
Depth
COC No / misc
Containers V H HN N P G V H HN N P G V H HN N P G V H HN N P G V H HN N P G V H HN P G V H HN P G V H HN P G V H HN P G
Sample Date 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017 12/09/2017
Sample Type Surface Water Surface Water Surface Water Surface Water Surface Water Ground Water Ground Water Ground Water Ground Water
Batch Number 1 1 1 1 1 1 1 1 1
Date of Receipt 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017 14/09/2017
pH # 7.96 8.00 7.94 8.03 8.00 - - - - <0.01 pH units TM73/PM0
Total Organic Carbon # 3 4 4 4 3 <2 2 3 <2 <2 mg/l TM60/PM0
Total Solids # 406 405 412 326 317 - - - - <5 mg/l TM20/PM0
Turbidity - - - - - 1.4 1.9 3.9 0.8 <0.1 NTU TM34/PM0
Total Cations 7.32 7.34 7.45 5.77 - 6.33 10.22 10.40 7.79 <0.00 mmolc/l TM30/PM14
Total Anions 8.24 8.13 8.19 6.71 - 7.50 11.25 11.11 8.58 <0.00 mmolc/l TM0/PM0
% Cation Excess -5.91 -5.11 -4.73 -7.53 - -8.46 -4.80 -3.30 -4.83 % TM0/PM0
LOD/LOR UnitsMethod
No.
Exova Jones Environmental
Hydro-Environmental Services
P1317-1
Clashford
Michael Gill
Please see attached notes for all
abbreviations and acronyms
QF-PM 3.1.2 v11Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 3 of 8
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ectio
n pur
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s only
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uired
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EPA Export 28-11-2017:03:33:01
No
tifi
cati
on
of
Devia
tin
g S
am
ple
s
Matr
ix :
Liq
uid
J E
Job
No.
Batc
hD
epth
J E
Sam
ple
No.
Analy
sis
Reason
17/1
5401
1L
iquid
Sa
mp
les w
ere
re
ceiv
ed a
t a
te
mp
era
ture
abo
ve
9°C
.
Ple
ase n
ote
th
at
on
ly s
am
ple
s t
hat
are
devia
tin
g a
re m
en
tio
ned
in
th
is r
ep
ort
. If
no
sam
ple
s a
re lis
ted
it
is b
ecau
se n
on
e w
ere
devia
tin
g.
On
ly a
naly
ses w
hic
h a
re a
ccre
dit
ed
are
reco
rded
as d
evia
tin
g if
set
cri
teri
a a
re n
ot
met.
Lo
cati
on
:C
lashfo
rd
Co
nta
ct:
Mic
hael G
ill
Sam
ple
ID
Exova
Jon
es E
nvi
ron
men
tal
Clien
t N
am
e:
Hydro
-Envir
onm
enta
l S
erv
ices
Refe
ren
ce:
P1317-1
QF-
PM
3.1
.11
v3
Ple
ase
incl
ud
e al
l sec
tio
ns
of
this
rep
ort
if it
is r
epro
du
ced
4 o
f 8
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ectio
n pur
pose
s only
.
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nt of
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r req
uired
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se.
EPA Export 28-11-2017:03:33:01
JE Job No.:
SOILS
DEVIATING SAMPLES
SURROGATES
DILUTIONS
BLANKS
NOTE
NOTES TO ACCOMPANY ALL SCHEDULES AND REPORTS
Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
Where Mineral Oil or Fats, Oils and Grease is quoted, this refers to Total Aliphatics C10-C40.
17/15401
WATERS
It is assumed that you have taken representative samples on site and require analysis on a representative subsample. Stones will generally be
included unless we are requested to remove them.
All analysis is reported on a dry weight basis unless stated otherwise. Results are not surrogate corrected. Samples are dried at 35°C ±5°C unless
otherwise stated. Moisture content for CEN Leachate tests are dried at 105°C ±5°C.
Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
clay or other organic rich matrices. For waters this can be due to oxidants, surfactants, organic rich sediments or remediation fluids. Acceptable
limits for most organic methods are 70 - 130% and for VOCs are 50 - 150%. When surrogate recoveries are outside the performance criteria but
the associated AQC passes this is assumed to be due to matrix effect. Results are not surrogate corrected.
A dilution suffix indicates a dilution has been performed and the reported result takes this into account. No further calculation is required.
Where Mineral Oil or Fats, Oils and Grease is quoted, this refers to Total Aliphatics C10-C40.
Please note we are not a UK Drinking Water Inspectorate (DWI) Approved Laboratory .
If you have not already done so, please send us a purchase order if this is required by your company.
The calculation of Pyrite content assumes that all oxidisable sulphides present in the sample are pyrite. This may not be the case. The calculation
may be an overesitimate when other sulphides such as Barite (Barium Sulphate) are present.
Where analytes have been found in the blank, the sample will be treated in accordance with our laboratory procedure for dealing with contaminated
blanks.
ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are
outside our scope of accreditation.
As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.
Where appropriate please make sure that our detection limits are suitable for your needs, if they are not, please notify us immediately.
Data is only reported if the laboratory is confident that the data is a true reflection of the samples analysed. Data is only reported as accredited when
all the requirements of our Quality System have been met. In certain circumstances where all the requirements of the Quality System have not been
met, for instance if the associated AQC has failed, the reason is fully investigated and documented. The sample data is then evaluated alongside
the other quality control checks performed during analysis to determine its suitability. Following this evaluation, provided the sample results have not
been effected, the data is reported but accreditation is removed. It is a UKAS requirement for data not reported as accredited to be considered
indicative only, but this does not mean the data is not valid.
Where possible, and if requested, samples will be re-extracted and a revised report issued with accredited results. Please do not hesitate to contact
the laboratory if further details are required of the circumstances which have led to the removal of accreditation.
Samples must be received in a condition appropriate to the requested analyses. All samples should be submitted to the laboratory in suitable
containers with sufficient ice packs to sustain an appropriate temperature for the requested analysis. If this is not the case you will be informed and
any test results that may be compromised highlighted on your deviating samples report.
Where an MCERTS report has been requested, you will be notified within 48 hours of any samples that have been identified as being outside our
MCERTS scope. As validation has been performed on clay, sand and loam, only samples that are predominantly these matrices, or combinations
of them will be within our MCERTS scope. If samples are not one of a combination of the above matrices they will not be marked as MCERTS
accredited.
Negative Neutralization Potential (NP) values are obtained when the volume of NaOH (0.1N) titrated (pH 8.3) is greater than the volume of HCl (1N)
to reduce the pH of the sample to 2.0 - 2.5. Any negative NP values are corrected to 0.
Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
All samples will be discarded one month after the date of reporting, unless we are instructed to the contrary.
% Asbestos in Asbestos Containing Materials (ACMs) is determined by reference to HSG 264 The Survey Guide - Appendix 2 : ACMs in buildings
listed in order of ease of fibre release.
QF-PM 3.1.9 v34Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 5 of 8
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insp
ectio
n pur
pose
s only
.
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nt of
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right
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r req
uired
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se.
EPA Export 28-11-2017:03:33:01
JE Job No.:
#
SA
B
DR
M
NA
NAD
ND
NDP
SS
SV
W
+
++
*
AD
CO
LOD/LOR
ME
NFD
BS
LB
N
TB
OC
17/15401
ABBREVIATIONS and ACRONYMS USED
ISO17025 (UKAS) accredited - UK.
Trip Blank Sample
AQC Sample
Suspected carry over
Limit of Detection (Limit of Reporting) in line with ISO 17025 and MCERTS
Not applicable
No Asbestos Detected.
Dilution required.
ISO17025 (SANAS) accredited - South Africa.
Outside Calibration Range
No Fibres Detected
Result outside calibration range, results should be considered as indicative only and are not accredited.
Results expressed on as received basis.
Surrogate recovery outside performance criteria. This may be due to a matrix effect.
MCERTS accredited.
Matrix Effect
Blank Sample
Client Sample
No Determination Possible
Indicates analyte found in associated method blank.
None Detected (usually refers to VOC and/SVOC TICs).
Samples are dried at 35°C ±5°C
Analysis subcontracted to a Jones Environmental approved laboratory.
AQC failure, accreditation has been removed from this result, if appropriate, see 'Note' on previous page.
Calibrated against a single substance
QF-PM 3.1.9 v34Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 6 of 8
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ectio
n pur
pose
s only
.
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nt of
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right
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r req
uired
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her u
se.
EPA Export 28-11-2017:03:33:01
JE
Jo
b N
o:
17
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40
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AS
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so
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on
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Co
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en
dix
QF-
PM
3.1
.10
v1
4P
leas
e in
clu
de
all s
ecti
on
s o
f th
is r
epo
rt if
it is
rep
rod
uce
d7
of
8
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 28-11-2017:03:33:01
JE
Jo
b N
o:
17
/15
40
1
Te
st
Me
tho
d N
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Descri
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Pre
p M
eth
od
No. (i
f
appro
pri
ate
)
Descri
ption
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17
02
5
(UK
AS
/S
AN
AS
)
MC
ER
TS
(UK
so
ils
on
ly)
Analy
sis
done
on A
s R
eceiv
ed
(AR
) o
r D
rie
d
(AD
)
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dry
weig
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QF-
PM
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v1
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de
all s
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on
s o
f th
is r
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rt if
it is
rep
rod
uce
d8
of
8
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 28-11-2017:03:33:01
Client Hydro Environmental Services
22 Lower Main Street
Dungarvan
Co. Waterford
Date Received
Date Reported
Sample Reception
For the Attention of: Hydro Environmental Services
Report Authorised by:
Report No:
Document No:
4 sample(s) received in good condition.
EF0011
HYDR-474120917
Order Number N/A
Comments
CERTIFICATE OF ANALYSIS
13/09/2017
Page 1 of 2
N/A
Note: A # next to the result indicates that there was insufficient sample to carry out testing as per SOP .
12/09/2017
Conditions:
1. Results in this report relate only to the items tested
2. Reports may not be reproduced except in full without the approval of ALS Life Sciences Ltd
3. All queries regarding this report should be addressed to the Technical Manager at the above address
4. A * next to a method reference signifies that ALS Life Sciences Ltd is NOT INAB accredited for this method
5. Results reported as CFU/cm² are calculated based on information supplied by customer regarding area swabbed
6. CFU indicates Colony Forming Units, MPN indicates Most Probable Number
7. SUBCON* indicates analysis subcontracted to approved subcontractors who do not hold accreditation for this test
8. SUBCON^ indicates analysis subcontracted to approved subcontractors who hold accreditation for this test
ALS Life Sciences Ltd
www.alsglobal.ie
Fax:+353 (0) 52 617 8103
Tel: +353 (0) 52 617 8100
Carrigeen Business Park, Clonmel, Co. Tipperary
Trading as ALS
Olwen Maher
Deputy Microbiology Manager
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 28-11-2017:03:33:01
Date Received
Date Reported
Report No:
Document No: EF0011
HYDR-474120917
Order Number N/A
CERTIFICATE OF ANALYSIS
13/09/2017
12/09/2017
ALS Life Sciences Ltd
www.alsglobal.ie
Fax:+353 (0) 52 617 8103
Tel: +353 (0) 52 617 8100
Carrigeen Business Park, Clonmel, Co. Tipperary
Trading as ALS
Sample Type
Client ID P1317-1 - GW2 Date sampled: 12.09.2017 @ 11.00am
Water
Date Tested 12/09/2017
2819365ALS ID
Test Result Unit MethodColiforms SP 196 Based on ISO 9308-2 (2012)MPN/100ml0
Faecal coliforms SP 200 based on the IDEXX Colilert 18 test kit.MPN/100ml0
Sample Type
Client ID P1317-1 - GW3 Date sampled: 12.09.2017 @ 11.00am
Water
Date Tested 12/09/2017
2819366ALS ID
Test Result Unit MethodColiforms SP 196 Based on ISO 9308-2 (2012)MPN/100ml0
Faecal coliforms SP 200 based on the IDEXX Colilert 18 test kit.MPN/100ml0
Sample Type
Client ID P1317-1 - GW4 Date sampled: 12.09.2017 @ 11.00am
Water
Date Tested 12/09/2017
2819367ALS ID
Test Result Unit MethodColiforms SP 196 Based on ISO 9308-2 (2012)MPN/100ml0
Faecal coliforms SP 200 based on the IDEXX Colilert 18 test kit.MPN/100ml0
Sample Type
Client ID P1317-1 - GW5 Date sampled: 12.09.2017 @ 11.00am
Water
Date Tested 12/09/2017
2819368ALS ID
Test Result Unit MethodColiforms SP 196 Based on ISO 9308-2 (2012)MPN/100ml0
Faecal coliforms SP 200 based on the IDEXX Colilert 18 test kit.MPN/100ml0
Page 2 of 2
Report Authorised by:
Olwen Maher
Deputy Microbiology Manager
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EPA Export 28-11-2017:03:33:01
© HYDRO-ENVIRONMENTAL SERVICES
22 Lower Main Street, Dungarvan, Co. Waterford, X35 HK11
T: +353-(0)58-441 22 F: +353-(0)58-442 44 E: [email protected]
www.hydroenvironmental.ie
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EPA Export 28-11-2017:03:33:01
J Sheils Planning & Environmental Ltd trading as JSPE - Registered in Ireland - Registered office as per letterhead - Company Registration No. 426395 - Directors: J. Sheils, J. Durney - VAT No. IE 9576553
Mr. Larry Whelan,
Environment Section,
Meath County Council,
Buvinda House,
Dublin Road,
Navan,
Co. Meath,
C15 Y291
Date: 25th August 2017
Our Ref: JSPE 173_L23
Your Ref: A02789/2017/ WM20/2017 Re: Environmental Order No. A02789/2017 (Section 55 Notice (WMA Act, 1996, as amended) -
Clashford Recovery Facility, Naul, Co. Meath.
Dear Mr. Whelan,
Following on from our previous response of 18th August 2017, we wish to provide the following up
date with respect to progress on site.
We wish to confirm that our client has now competed the installation of steps and handrails to form
access to the monitoring point at the attenuation pond as agreed on site by EPA/ Meath County
Council staff with the Permit Holder.
Details with respect to the steps and additional borehole installation are shown by the attached
photographs.
As per our previous corespondence we would be grateful if you could expedite the necessary
arrangements regarding a meeting with your colleagues in Planning and Environment and contact
us next week with respect to same.
Yours Sincerely,
For J Sheils Planning & Environmental Ltd,
________________________ John Sheils MSCSI MRICS cc. Mr Larry Whelan, SEO, Environment
cc. Mr Billy Joe Padden, Exec. Planner
JSPE
31 Athlumney Castle, Navan, Co Meath
Phone/Fax: Ireland +353 46 9073997
Mobile: John Sheils +353 87 2730087
Email: [email protected]
J Sheils Planning & Environmental Ltd
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A02789/2017 Clashford Recovery Facility Ltd – Naul townland, Naul, Co. Meath
JSPE 173_L23 2
Photograph 1: Installation of steps and handrails to form access to the monitoring point
Photograph 2 : Groundwater Monitoring Well Installation, The Naul, Clashford, Co. Meath.
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