KMK Metals Recycling Ltd Cappincur Industrial Estate ...KMK Tullamore Surface Water Monitoring May...
Transcript of KMK Metals Recycling Ltd Cappincur Industrial Estate ...KMK Tullamore Surface Water Monitoring May...
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SURFACE WATER MONITORING May 2019
KMK Metals Recycling Ltd
Cappincur Industrial Estate
Daingean Road
Tullamore
Co. Offaly
Waste Licence No W0113 - 04
SLR Ref: 501.00323.00004 Version No: Rev0 June 2019
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
BASIS OF REPORT
This document has been prepared by SLR Consulting Limited with reasonable skill, care and diligence, and taking account of the manpower, timescales and resources devoted to it by agreement with KMK Metals Recycling Ltd (the Client) as part or all of the services it has been appointed by the Client to carry out. It is subject to the terms and conditions of that appointment.
SLR shall not be liable for the use of or reliance on any information, advice, recommendations and opinions in this document for any purpose by any person other than the Client. Reliance may be granted to a third party only in the event that SLR and the third party have executed a reliance agreement or collateral warranty.
Information reported herein may be based on the interpretation of public domain data collected by SLR, and/or information supplied by the Client and/or its other advisors and associates. These data have been accepted in good faith as being accurate and val id.
The copyright and intellectual property in all drawings, reports, specifications, bills of quantities, calculations and other information set out in this report remain vested in SLR unless the terms of appointment state otherwise.
This document may contain information of a specialised and/or highly technical nature and the Client is advised to seek clarification on any elements which may be unclear to it.
Information, advice, recommendations and opinions in this document should only be relied upon in the context of the whole document and any documents referenced explicitly herein and should then only be used within the context of the appointment.
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
CONTENTS
1.0 INTRODUCTION ........................................................................................................ 1
2.0 SAMPLING METHODOLOGY ....................................................................................... 1
2.1 Rainfall ........................................................................................................................................................... 1
2.2 Laboratory Testing ...................................................................................................................................... 2
3.0 RESULTS .................................................................................................................. 2
3.1 Monthly Surface Water Results – May 2019......................................................................................... 2
3.2 Comparison to April 2019 Results ........................................................................................................... 4
4.0 DISCUSSION ............................................................................................................. 5
4.1 Overview ....................................................................................................................................................... 5
4.2 Mitigation Measures................................................................................................................................... 5
DOCUMENT REFERENCES
TABLES
Table 2-1 Rainfall in mm the week before sampling .................................................................. 1
Table 3-1 Monthly Storm Water (E) Results – 30th May 2019...................................................... 2
Table 3-2 Monthly Foul Water (F) Results – 30th May 2019 ........................................................ 3
Table 3-3 April and May 2019 Results for E.............................................................................. 4
Table 3-4 April and May 2019 results for F .............................................................................. 4
FIGURES
Drawing 01: Site and Sample Locations................................................................................... 7
APPENDICES
Appendix 1: Laboratory Results ............................................................................................. 9
Appendix 2: Surface Water Results ...................................................................................... 17
Appendix 3: Mitigation Measures ........................................................................................ 34
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 1
1.0 Introduction
Following a request from the EPA, SLR Consulting (Ireland) Ltd was commissioned to monitor discharges from discharge points DX, E and F at KMK Metals Recycling Ltd., Cappincur Industrial Estate, Daingean Road, Tullamore, Co. Offaly.
As the water quality at DX worsened during April 2019 monitoring round, in particular with respect to mineral oil, DX was officially shut off on the morning of the 28th May 2019, as requested by the EPA. ENVA now collects this wastewater and deliver it to their facility in JFK industrial estate in Dublin. KMK Metals Recycling Ltd are continuing to prepare an application with laboratory results to Irish Water to have the wastewater treated locally.
Monitoring was conducted by Olivia Brennan of KMK Metals Recycling Ltd. on 30th May 2019 for storm water discharge E and foul water F. This report was completed by SLR’s Principal Hydrogeologist Dominica Baird and Project Hydrogeologist Clodagh Gillen.
The results were compared with updated trigger and action values, which were calculated taking account available data to November 2018. The updated action values also took into consideration the EQS values. The EQS maximum allowable concentrations (MACs) are referenced, where available, otherwise the EQS annual average (AA) is referred to. Results are also compared to licence emission limits where applicable.
2.0 Sampling Methodology
Surface water grab samples were extracted from the outflow of the final sampling chambers of E and F in May 2019. The sample locations for E and F are presented in Drawing 01.
The samples were collected in the appropriate sample containers, which are supplied by the laboratory for the required analysis. The containers were securely sealed so that there was no loss of volatile components such as moisture and no separation of components. Sample containers were filled and sealed so that there was minimum free air space. All samples containers were clearly and uniquely labelled with details including ID and sampling date.
All samples were placed into a cooler box with ice packs to maintain a temperature below 5°C. The samples were forwarded to ALS Environmental, Hawarden, Deeside, UK for analysis. The analysis required for each sample was listed on the Chain of Custody Record which accompanied samples.
2.1 Rainfall The closest rainfall station is in Mullingar approximately 35km north-north-east of the site. The rainfall over the proceeding March, April and May were 157.1mm, 58.6mm and 43.2mm respectively. See Table 2-1 for rainfall data from the week before sampling. It is noted that the rainfall in March was above long-term average, and April and May were below the long-term average.
Table 2-1 Rainfall in mm the week before sampling
23/05/19 24/05/19 25/05/19 26/05/19 27/05/19 28/05/19 29/05/19 30/05/19
0.0 0.0 0.7 2.3 5.9 0.2 8.3 2.9
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 2
2.2 Laboratory Testing The storm water discharge sample (E) was analysed for the following suite of parameters:
• Total suspended solids, ionised ammonia/ ammonium as N, COD, conductivity, pH
• Metals – chromium, lead, mercury, nickel, arsenic, copper, zinc, iron, aluminium
• Hydrocarbons – mineral oil
The foul water discharge sample (F) was analysed for the following suite of parameters:
• Total suspended solids, total dissolved solids, ionised ammonia/ammonium as N, nitrate as NO3, BOD, phosphorous, chloride, iron, pH
3.0 Results
This section summarises the surface water results reported for the May 2019 monitoring round. The laboratory results are presented in Appendix 01 and the tabulated surface water results and times series graphs are presented in Appendix 02.
3.1 Monthly Surface Water Results – May 2019 The results for the sample taken at E and F on the 30th May 2019 can be seen in Table 3-1 and Table 3-2 respectively.
Table 3-1 Monthly Storm Water (E) Results – 30th May 2019
Parameter Unit E Licence Emission Limits
Proposed Trigger Warning Value
(Nov 2018)
Proposed Trigger Action Value
(Nov 2018)
EQS for SW
Total suspended solids
mg/l 4.25 35 - - -
Ammonia as N mg/l 0.858 - 1.836 2.349
COD mg/l 14.1 - 65.687 82.254 -
Conductivity @ 20°C
mS/cm 0.461 - 0.855 1.084 -
Aluminium µg/l 22.9 - 213.788 278.708 -
Arsenic µg/l 23 - 2.981 3.721 25
Chromium µg/l
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 3
Parameter Unit E Licence Emission Limits
Proposed Trigger Warning Value
(Nov 2018)
Proposed Trigger Action Value
(Nov 2018)
EQS for SW
Lead µg/l 2.68 - 5.181 6.670 7.2 (2009)
14 (2015 MAC)
Nickel µg/l 3.8 - 14.735 18.716 20 (2009)
34 (2015 MAC)
Zinc µg/l 73.8 - 78.877 99.821 100
Iron mg/l 5.72 - 0.476 0.626 -
Mercury µg/l
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 4
3.2 Comparison to April 2019 Results For samples from E, the results from the samples taken in April (23/04/19) and May (30/05/19) can be seen in Table 3-3 below for comparison.
For samples from F, the results from the samples taken April (09/04/19) and May (30/05/19) can be seen in Table 3-4 below for comparison.
Table 3-3 April and May 2019 Results for E
Parameter Unit E April E May
Total suspended solids
mg/l 18.5 4.25
Ammonia as N mg/l 1.27 0.858
COD mg/l 29 14.1
Conductivity @ 20°C mS/cm 0.586 0.461
Aluminium µg/l
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 5
Parameter Unit F April F May
Phosphorous mg/l 1.47 1.63
Iron mg/l 0.0277 0.0389
Chloride mg/l 115 106
Nitrate as NO3 mg/l 86.2 98.7
pH pH Units 7.2 7.88
4.0 Discussion
4.1 Overview Results were compared with licence emissions limits, proposed trigger and action values, and EQS values. The trigger and action values were calculated taking account available data to November 2018. The action values also took into consideration the EQS values and the trigger action values for lead, zinc, copper and mercury were reduced in November 2018 to take account of the EQS.
For Foul Water Sample F, one parameter continues to exceed the licence emission limit. Phosphorous has a concentration of 1.63mg/l, and the licence emission limit is 1mg/l.
For Storm Water Sample E, two parameters exceed the proposed trigger action values; arsenic and iron.
In comparison to the previous round of sampling for F (09/04/19), the number of exceedances remained the same. Total Phosphorous (as P) exceeded the licence emission limit of 1mg/l in 2019, and in October and November 2018. Molloy Precast Products Ltd carried out services on the wastewater treatment system on three occasions in March 2019, after which the phosphorous concentration was found to be non-detectable. However, subsequent samples analysed by ALS, an accredited laboratory, showed phosphorous exceedances. Molloy Precast Products Ltd are currently investigating the wastewater treatment system with a view to carrying out additional changes and reduce the phosphorous concentration.
In comparison to the previous round of sampling for E (23/04/19), the number of exceedances remained the same. In April 2019, arsenic and iron exceeded trigger action values, and in May 2019 the results were the same except the concentration of both had increased. Arsenic and iron also exceeded trigger action values in September, November, and December 2018, February 2019, and March 2019.
4.2 Mitigation Measures
A planning permission application was recently been submitted on 13/05/2019 to Offaly County Council for the roofing of the D4 yard, Hangar building and E yard.
The procedure to be carried out in the event of any trigger level values exceedances is outlined in the IMS Operational Procedure version 03, reference IMS Reference 313-PRO-IMS. In addition to these procedures, additional mitigation measures have been carried out. Details of measures undertaken are presented in Appendix 03. The implementation of these measures is discussed in relation to individual parameters below:
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 6
Foul Water F Parameters
Phosphorous
Molloy Precast Products Ltd are currently investigating the wastewater treatment system with a view to carrying out additional changes and reduce the phosphorous concentration.
Storm Water E Parameters
Metals
Arsenic and iron were in exceedance of proposed trigger action values. Mitigation measures will continue to be implemented at E yard to bring down the levels of arsenic and iron further. This includes continual jetting and desludging of the yard network, sweeping activities and increased housekeeping.
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 7
FIGURES
Drawing 01: Site and Sample Locations
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 9
APPENDIX 1
Appendix 1: Laboratory Results
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Unit 7-8 Hawarden Business Park
Manor Road (off Manor Lane)
Hawarden
Deeside
CH5 3US
Tel: (01244) 528700
Fax: (01244) 528701
email: [email protected]
Website: www.alsenvironmental.co.uk
KMK Metals Recycling Ltd
Cappincur Ind. Est
Daingean Road
Tullamore
Co. Offaly
Attention: Olivia Brennan
CERTIFICATE OF ANALYSIS
Olivia
Location:
Your Reference:
Sample Delivery Group (SDG):
Customer:
Date of report Generation: 17 June 2019
190606-79
KMK Storm/ Foul
KMK Tullamore
We received 2 samples on Thursday June 06, 2019 and 2 of these samples were scheduled for analysis which was completed on
Friday June 14, 2019. Accredited laboratory tests are defined within the report, but opinions, interpretations and on-site data
expressed herein are outside the scope of ISO 17025 accreditation.
Should this report require incorporation into client reports, it must be used in its entirety and not simply with the data sections alone.
Chemical testing (unless subcontracted) performed at ALS Life Sciences Ltd Hawarden (Method codes TM) or ALS Life Sciences Ltd
Aberdeen (Method codes S).
All sample data is provided by the customer. The reported results relate to the sample supplied, and on the basis that this data is
correct.
Incorrect sampling dates and/or sample information will affect the validity of results.
The customer is not permitted to reproduce this report except in full without the approval of the laboratory.
Report No: 510624
KMK Metals Recycling Ltd
Operations Manager
Sonia McWhan
Approved By:
ALS Life Sciences Limited. Registered Office: Units 7 & 8 Hawarden Business Park, Manor Road, Hawarden, Deeside, CH5 3US. Registered in
England and Wales No. 4057291. Version Issued:2.3Version: 17/06/2019
Page 1 of 7
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CERTIFICATE OF ANALYSISSDG: Client Reference:190606-79 KMK Storm/ Foul
Location: Order Number:
Report Number:KMK Tullamore
510624Superseded Report:
Validated
Received Sample OverviewSampled DateLab Sample No(s) Customer Sample Ref. AGS Ref. Depth (m)
20090065 E 30/05/2019
20090066 F 30/05/2019
Only received samples which have had analysis scheduled will be shown on the following pages.
ALS have data which show that a cool box with 4 frozen icepacks is capable of
maintaining pre-chilled samples at a temperature of (5±3)°C for a period of up to 24hrs.ISO5667-3 Water quality - Sampling - Part3 -
During Transportation samples shall be stored in a cooling device capable of maintaining
a temperature of (5±3)°C.
Maximum Sample/Coolbox Temperature (°C) : 4.8
17:16:42 17/06/2019
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CERTIFICATE OF ANALYSISSDG: Client Reference:190606-79 KMK Storm/ Foul
Location: Order Number:
Report Number:KMK Tullamore
510624Superseded Report:
Validated
Results Legend
X Test
N No Determination Possible
Lab Sample No(s)
Customer
Sample Reference
Depth (m)
Container
AGS Reference
Sample Types -
S - Soil/Solid
UNS - Unspecified Solid
GW - Ground Water
SW - Surface Water
LE - Land Leachate
PL - Prepared Leachate
PR - Process Water
SA - Saline Water
TE - Trade Effluent
TS - Treated Sewage
US - Untreated Sewage
RE - Recreational Water
DW - Drinking Water Non-regulatory
UNL - Unspecified Liquid
SL - Sludge
G - Gas
OTH - Other
Sample Type
20
09
006
5
20
09
006
6
E F
0.5
l gla
ss bottle
(AL
E22
7)
250
ml B
OD
(AL
E21
2)
500
ml P
lastic
(AL
E20
8)
H2S
O4 (A
LE
24
4)
HN
O3 F
iltere
d
(AL
E20
4)
250
ml B
OD
(AL
E21
2)
500
ml P
lastic
(AL
E20
8)
H2S
O4 (A
LE
24
4)
HN
O3 F
iltere
d
(AL
E20
4)
SW
SW
SW
SW
SW TS
TS
TS
TS
Ammonium Low All NDPs: 0
Tests: 2
X
X
Anions by Kone (w) All NDPs: 0
Tests: 1
X
BOD True Total All NDPs: 0
Tests: 1
X
COD Unfiltered All NDPs: 0
Tests: 1
X
Conductivity (at 20 deg.C) All NDPs: 0
Tests: 1
X
Dissolved Metals by ICP-MS All NDPs: 0
Tests: 2
X
X
Mercury Dissolved All NDPs: 0
Tests: 1
X
pH Value All NDPs: 0
Tests: 2
X
X
Suspended Solids All NDPs: 0
Tests: 2
X
X
Total Dissolved Solids All NDPs: 0
Tests: 1
X
Total Metals by ICP-MS All NDPs: 0
Tests: 1
X
TPH by IR Oils and Greases All NDPs: 0
Tests: 1
X
17:16:42 17/06/2019
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CERTIFICATE OF ANALYSISSDG: Client Reference:190606-79 KMK Storm/ Foul
Location: Order Number:
Report Number:KMK Tullamore
510624Superseded Report:
Validated
ISO17025 accredited.
mCERTS accredited.
Aqueous / settled sample.
Dissolved / filtered sample.
Total / unfiltered sample.
Subcontracted - refer to subcontractor report for
accreditation status.
% recovery of the surrogate standard to check the
efficiency of the method. The results of individual
compounds within samples aren't corrected for the
recovery
Trigger breach confirmed
Sample deviation (see appendix)
#
M
aq
diss.filt
tot.unfilt
*
**
(F)
1-3♦§@
Results Legend
AGS ReferenceLab Sample No.(s)
SDG Ref
Date Received
Date Sampled
Sample Type
Depth (m)
Customer Sample Ref.
MethodLOD/UnitsComponent
Sample Time
E
.
Surface Water (SW)
30/05/2019
.
06/06/2019
190606-79
20090065
F
.
Treated Sewage (TS)
30/05/2019
.
06/06/2019
190606-79
20090066
Suspended solids, Total
-
CERTIFICATE OF ANALYSISSDG: Client Reference:190606-79 KMK Storm/ Foul
Location: Order Number:
Report Number:KMK Tullamore
510624Superseded Report:
Validated
Table of Results - AppendixMethod No Reference Description
TM022 Method 2540D, AWWA/APHA, 20th Ed., 1999 / BS 2690:
Part120 1981;BS EN 872
Determination of total suspended solids in waters
TM045 MEWAM BOD5 2nd Ed.HMSO 1988 / Method 5210B,
AWWA/APHA, 20th Ed., 1999; SCA Blue Book 130
Determination of BOD5 (ATU) Filtered by Oxygen Meter on liquids
TM099 BS 2690: Part 7:1968 / BS 6068: Part2.11:1984 Determination of Ammonium in Water Samples using the Kone Analyser
TM107 ISO 6060-1989 Determination of Chemical Oxygen Demand using COD Dr Lange Kit
TM120 Method 2510B, AWWA/APHA, 20th Ed., 1999 / BS 2690:
Part 9:1970
Determination of Electrical Conductivity using a Conductivity Meter
TM123 BS 2690: Part 121:1981 The Determination of Total Dissolved Solids in Water
TM152 Method 3125B, AWWA/APHA, 20th Ed., 1999 Analysis of Aqueous Samples by ICP-MS
TM183 BS EN 23506:2002, (BS 6068-2.74:2002) ISBN 0 580
38924 3
Determination of Trace Level Mercury in Waters and Leachates by PSA Cold Vapour
Atomic Fluorescence Spectrometry
TM184 EPA Methods 325.1 & 325.2, The Determination of Anions in Aqueous Matrices using the Kone Spectrophotometric
Analysers
TM235 The Determination of Hydrocarbon Oils in Waters by
Solvent Extraction, Infra red Absorption and Gravimetry
1983, HMSO, London
Determination of Total Petroleum Hydrocarbons (TPH) in Waters By Infra-Red
Spectroscopy
TM256 The measurement of Electrical Conductivity and the
Laboratory determination of pH Value of Natural, Treated
and Wastewaters. HMSO, 1978. ISBN 011 751428 4.
Determination of pH in Water and Leachate using the GLpH pH Meter
NA = not applicable.
Chemical testing (unless subcontracted) performed at ALS Life Sciences Ltd Hawarden (Method codes TM) or ALS Life Sciences Ltd Aberdeen (Method codes S).
17:16:42 17/06/2019
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CERTIFICATE OF ANALYSISSDG: Client Reference:190606-79 KMK Storm/ Foul
Location: Order Number:
Report Number:KMK Tullamore
510624Superseded Report:
Validated
Test Completion DatesLab Sample No(s)
Customer Sample Ref.
Depth
Type
AGS Ref.
20090065 20090066
E F
Surface Water Treated Sewag
Ammonium Low 11-Jun-2019 12-Jun-2019
Anions by Kone (w) 14-Jun-2019
BOD True Total 11-Jun-2019
COD Unfiltered 08-Jun-2019
Conductivity (at 20 deg.C) 13-Jun-2019
Dissolved Metals by ICP-MS 14-Jun-2019 13-Jun-2019
Mercury Dissolved 13-Jun-2019
Nitrite by Kone (w) 07-Jun-2019
pH Value 07-Jun-2019 07-Jun-2019
Suspended Solids 09-Jun-2019 09-Jun-2019
Total Dissolved Solids 07-Jun-2019
Total Metals by ICP-MS 13-Jun-2019
TPH by IR Oils and Greases 11-Jun-2019
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CERTIFICATE OF ANALYSIS
SDG: Client Reference:190606-79 KMK Storm/ FoulLocation: Order Number:
Report Number:KMK Tullamore
510624Superseded Report:
Olivia
Appendix1. Results are expressed on a dry weight basis (dried at 35ºC) for all soil analyses except
for the following: NRA and CEN Leach tests, flash point LOI, pH, ammonium as NH4 by the
BRE method, VOC TICs and SVOC TICs.
2. Samples will be run in duplicate upon request, but an additional charge may be incurred.
3. If sufficient sample is received a sub sample will be retained free of charge for 30 days
after analysis is completed (e-mailed) for all sample types unless the sample is destroyed
on testing. The prepared soil sub sample that is analysed for asbestos will be retained for a
period of 6 months after the analysis date. All bulk samples will be retained for a period of 6
months after the analysis date. All samples received and not scheduled will be disposed of
one month after the date of receipt unless we are instructed to the contrary. Once the initial
period has expired, a storage charge will be applied for each month or part thereof until the
client cancels the request for sample storage. ALS reserve the right to charge for samples
received and stored but not analysed.
4. With respect to turnaround, we will always endeavour to meet client requirements
wherever possible, but turnaround times cannot be absolutely guaranteed due to so many
variables beyond our control.
5. We take responsibility for any test performed by sub -contractors (marked with an
asterisk). We endeavour to use UKAS/MCERTS Accredited Laboratories, who either
complete a quality questionnaire or are audited by ourselves. For some determinands there
are no UKAS/MCERTS Accredited Laboratories, in this instance a laboratory with a known
track record will be utilised.
6. When requested, the individual sub sample scheduled will be analysed in house for the
presence of asbestos fibres and asbestos containing material by our documented in house
method TM048 based on HSG 248 (2005), which is accredited to ISO17025. If a specific
asbestos fibre type is not found this will be reported as “Not detected”. If no asbestos fibre
types are found all will be reported as “Not detected” and the sub sample analysed deemed
to be clear of asbestos. If an asbestos fibre type is found it will be reported as detected (for
each fibre type found). Testing can be carried out on asbestos positive samples, but, due
to Health and Safety considerations, may be replaced by alternative tests or reported as No
Determination Possible (NDP). The quantity of asbestos present is not determined unless
specifically requested.
7. If no separate volatile sample is supplied by the client, or if a headspace or sediment is
present in the volatile sample, the integrity of the data may be compromised. This will be
flagged up as an invalid VOC on the test schedule and the result marked as deviating on
the test certificate.
8. If appropriate preserved bottles are not received preservation will take place on receipt .
However, the integrity of the data may be compromised.
9. NDP - No determination possible due to insufficient /unsuitable sample.
10. Metals in water are performed on a filtered sample, and therefore represent dissolved
metals - total metals must be requested separately.
11. Results relate only to the items tested.
12. LoDs (Limit of Detection) for wet tests reported on a dry weight basis are not corrected
for moisture content.
13. Surrogate recoveries - Surrogates are added to your sample to monitor recovery of
the test requested. A % recovery is reported, results are not corrected for the recovery
measured. Typical recoveries for organics tests are 70-130%. Recoveries in soils are
affected by organic rich or clay rich matrices . Waters can be affected by remediation fluids
or high amounts of sediment. Test results are only ever reported if all of the associated
quality checks pass; it is assumed that all recoveries outside of the values above are due
to matrix affect.
14. Product analyses - Organic analyses on products can only be semi -quantitative due to
the matrix effects and high dilution factors
employed.
15. Phenols monohydric by HPLC include phenol, cresols (2-Methylphenol, 3-Methylphenol
and 4-Methylphenol) and Xylenols (2,3 Dimethylphenol, 2,4 Dimethylphenol, 2,5
Dimethylphenol, 2,6 Dimethylphenol, 3,4 Dimethyphenol, 3,5 Dimethylphenol).
16. Total of 5 speciated phenols by HPLC includes Phenol, 2,3,5-Trimethyl Phenol,
2-Isopropylphenol, Cresols and Xylenols (as detailed in 15).
17. Stones/debris are not routinely removed. We always endeavour to take a
representative sub sample from the received sample.
18. In certain circumstances the method detection limit may be elevated due to the sample
being outside the calibration range. Other factors that may contribute to this include
possible interferences. In both cases the sample would be diluted which would cause the
method detection limit to be raised.
19. Mercury results quoted on soils will not include volatile mercury as the analysis is
performed on a dried and crushed sample.
20. For leachate preparations other than Zero Headspace Extraction (ZHE) volatile loss
may occur.
Identification of Asbestos in Bulk Materials & Soils
The results for identification of asbestos in bulk materials are obtained from supplied
bulk materials which have been examined to determine the presence of asbestos fibres
using ALS (Hawarden) in-house method of transmitted/polarised light microscopy and
central stop dispersion staining, based on HSG 248 (2005).
The results for identification of asbestos in soils are obtained from a homogenised sub
sample which has been examined to determine the presence of asbestos fibres using
ALS (Hawarden) in-house method of transmitted/polarised light microscopy and central
stop dispersion staining, based on HSG 248 (2005).
-Fibrous Tremol ite
-Fib ro us Anthop hyll ite
-Fibrous Acti nolite
Blue Asbe stosCro ci dolite
Brow n AsbestosAmosite
White AsbestosChrysoti le
Common NameAsbe stos Type
-Fibrous Tremol ite
-Fib ro us Anthop hyll ite
-Fibrous Acti nolite
Blue Asbe stosCro ci dolite
Brow n AsbestosAmosite
White AsbestosChrysoti le
Common NameAsbe stos Type
Visual Estimation Of Fibre Content
Estimation of fibre content is not permitted as part of our UKAS accredited test other
than: - Trace - Where only one or two asbestos fibres were identified.
Further guidance on typical asbestos fibre content of manufactured products can
be found in HSG 264.
The identification of asbestos containing materials and soils falls within our
schedule of tests for which we hold UKAS accreditation, however opinions,
interpretations and all other information contained in the report are outside the
scope of UKAS accreditation.
Sample Deviations
Asbestos
General21. For the BSEN 12457-3 two batch process to allow the cumulative release to be
calculated, the volume of the leachate produced is measured and filtered for all tests .
We therefore cannot carry out any unfiltered analysis. The tests affected include volatiles
GCFID/GCMS and all subcontracted analysis.
22. We are accredited to MCERTS for sand, clay and loam/topsoil, or any of these
materials - whether these are derived from naturally occurring soil profiles, or from
fill/made ground, as long as these materials constitute the major part of the sample .
Other coarse granular material such as concrete, gravel and brick are not accredited if
they comprise the major part of the sample.
23. Analysis and identification of specific compounds using GCFID is by retention time
only, and we routinely calibrate and quantify for benzene, toluene, ethylbenzenes and
xylenes (BTEX). For total volatiles in the C5-C12 range, the total area of the
chromatogram is integrated and expressed as ug /kg or ug/l. Although this analysis is
commonly used for the quantification of gasoline range organics (GRO), the system will
also detect other compounds such as chlorinated solvents, and this may lead to a falsely
high result with respect to hydrocarbons only. It is not possible to specifically identify
these non-hydrocarbons, as standards are not routinely run for any other compounds ,
and for more definitive identification, volatiles by GCMS should be utilised.
24. Tentatively Identified Compounds (TICs) are non-target peaks in VOC and SVOC
analysis. All non-target peaks detected with a concentration above the LoD are subjected
to a mass spectral library search. Non-target peaks with a library search confidence of
>75% are reported based on the best mass spectral library match. When a non-target
peak with a library search confidence of
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KMK Tullamore
Surface Water Monitoring May 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
June 2019
Page 17
APPENDIX 2
Appendix 2: Surface Water Results
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Sampling Period Sampling Date ResultLicence
LimitResult
Warning
Value
Action
ValueResult
Warning
Value
Lower
Warning
Value
Upper
Action
Value
Lower
Action Value
UpperResult
Warning
Value
Action
ValueResult
Warning
Value
Action
Value
2014 - Q1 31/03/2014 8 35 0.146 8.4 0.473 11
2014 - Q2 29/05/2014 3.5 35 0.246 8.88 0.988 32.4
2014 - Q3 25/09/2014 6 35 0.124 7.8 0.337 19
2014 - Q4 19/11/2014 5 35 0.263 9.2 0.97 22
2015 - Q1 16/02/2015 2 35 0.266 7.72 0.471 21.2
2015 - Q2 03/06/2015 2 35 0.184 1.405 1.731 8.8 0.373 3.05 4.763 20.9 130 155
2015 - Q3 10/11/2015 11.5 35 0.352 1.405 1.731 7.54 0.936 3.05 4.763 64.6 130 155
2015 - Q4 07/12/2015 112 35 0.12 1.405 1.731 8.17 0.216 3.05 4.763 78.5 130 155
2016 - Q1 (1) 10/02/2016 9 35 0.393 0.985 1.238 7.98 0.698 2.33 3.06 34.8 61.9 80.1
2016 - Q1 (2) 24/02/2016 10 35 0.363 0.985 1.238 8.43 1.01 2.33 3.06 29.7 61.9 80.1
2016 - Q2 (1) 30/06/2016 4.5 35 1.13 0.985 1.238 8.62 56.2 2.33 3.06 34.9 61.9 80.1
2016 - Q2 (2) 15/08/2016 35 0.985 1.238 0.025 2.33 3.06 61.9 80.1
2016 - Q3 03/10/2016 3.5 35 0.37 0.985 1.238 8.62 1.12 2.33 3.06 25.9 61.9 80.1
2016 - Q4 (1) 23/11/2016 11 35 0.575 0.985 1.238 8.13 2.23 2.33 3.06 66.8 61.9 80.1
2016 - Q4 (2) 09/12/2016 35 0.985 1.238 2.33 3.06 61.9 80.1
2017 - Q1 08/03/2017 7.45 35 0.336 0.985 1.238 8 0.93 2.33 3.06 31.6 61.9 80.1
2017 - Q2 26/04/2017 5.15 35 0.358 0.985 1.238 7.72 1.08 2.33 3.06 48.7 61.9 80.1
2017 - Q3 04/09/2017 3.35 35 0.749 0.985 1.238 7.91 0.213 2.33 3.06 32.6 61.9 80.1
2017 - Q4 07/12/2017 16.4 35 0.567 0.827 1.067 7.41 1.06 1.814 2.326 30.7 69.64 87.49
2018 - Q1 26/03/2018 8.8 35 0.584 0.827 1.067 8.07 1.814 2.326 13.6 69.64 87.49
2018 - April 25/04/2018 21 35 0.651 0.771 0.961 7.4 1.32 1.603 2.071 30.3 66.42 82.585
2018 - May 24/05/2018 5.75 35 0.219 0.771 0.961 7.96 0.241 1.603 2.071 25.9 66.42 82.585
2018 - July 31/07/2018 2.75 35 0.185 0.771 0.961 7.67 0.305 1.603 2.071 22.7 66.42 82.585
2018 - August 22/08/2018 3.05 35 0.165 0.771 0.961 7.4 0.307 1.603 2.071 28.9 66.42 82.585
2018 - September 12/10/2018 6.3 35 0.424 0.771 0.961 8.32 1.87 1.603 2.071 19.7 66.42 82.585
2018- October 31/10/2018 3.65 35 0.239 0.771 0.961 7.47 0.74 1.603 2.071 24.4 66.42 82.585
2018 - November 30/11/2018 13 35 0.454 0.855 1.084 7.51 7.10 9.08 6.61 9.57 0.646 1.836 2.349 29.5 65.687 82.254
2018 - December 11/12/2018 7.5 35 0.402 0.855 1.084 7.36 7.10 9.08 6.61 9.57 0.748 1.836 2.349 24.9 65.687 82.254
2019 - January 30/01/2019 2 35 0.771 0.855 1.084 8.09 7.10 9.08 6.61 9.57 0.136 1.836 2.349 18.9 65.687 82.254
2019 - February 27/02/2019 19 35 0.535 0.855 1.084 7.61 7.10 9.08 6.61 9.57 1.26 1.836 2.349 27.5 65.687 82.254
2019 -March 27/03/2019 21.9 35 0.6 0.855 1.084 7.42 7.10 9.08 6.61 9.57 1.4 1.836 2.349 26.5 65.687 82.254
2019- April 23/04/2019 18.5 35 0.586 0.855 1.084 8.39 7.10 9.08 6.61 9.57 1.27 1.836 2.349 29 65.687 82.254
2019-May 30/05/2019 4.25 35 0.461 0.855 1.084 7.75 7.10 9.08 6.61 9.57 0.858 1.836 2.349 14.1 65.687 82.254
Conductivity (mS/cm)Suspended Solids
(mg/L)pH (pH units) Ammonia (as N) (mg/L)
Chemical Oxygen
Demand (mg/L)
indicates an additional exceedance of the SW EQS MAC Values 2015
indicates an additional exceedance of the SW EQS AA Values 2009
Storm Water (E) Sampling
An underline indicates that a "
-
ResultWarning
Value
Action
ValueResult
Warning
Value
Action
Value
EQS AA
ValueResult
Warning
Value
Action
Value
EQS AA
ValueResult
Warning
Value
Action
Value
EQS AA
ValueResult
Warning
Value
Action
Value
EQS AA
Value
EQS MAC
Value
0.1195 0.731 25 21.88 100 0.68 32 2.299 20 34
0.253 2.6 25 86.6 100 2.1 32 7.03 20 34
0.11 0.6 25 187.5 100 1 32 3.6 20 34
0.67 3.1 25 250 100 1 32 11 20 34
0.0379 0.555 25 37.8 100 0.506 32 5.89 20 34
0.107 0.562 1.043 1.6 1.9 3 25 11.1 270 431 100 0.913 10 17 32 2.79 26 42 20 34
0.225 0.562 1.043 1.23 1.9 3 25 202 270 431 100 1.84 10 17 32 13.5 26 42 20 34
0.0765 0.562 1.043 0.262 1.9 3 25 45.9 270 431 100 0.883 10 17 32 3.57 26 42 20 34
0.157 0.562 1.043 0.904 1.9 3 25 431 270 431 100 1.3 10 17 32 13.6 26 42 20 34
0.325 0.562 1.043 2.26 1.9 3 25 123 270 431 100 4.72 10 17 32 9.15 26 42 20 34
0.0339 0.562 1.043 0.989 1.9 3 25 562 270 431 100 0.879 10 17 32 45.6 26 42 20 34
0.562 1.043 1.9 3 25 41.9 270 431 100 10 17 32 26 42 20 34
0.0584 0.562 1.043 1.83 1.9 3 25 47.5 270 431 100 1.2 10 17 32 6.32 26 42 20 34
0.278 0.562 1.043 1.64 1.9 3 25 117 270 431 100 1.2 10 17 32 16 26 42 20 34
0.562 1.043 1.9 3 25 270 431 100 10 17 32 26 42 20 34
0.103 0.562 1.043 1.73 1.9 3 25 177 270 431 100 1.2 10 17 32 10.3 26 42 20 34
0.0465 0.562 1.043 1.2 1.9 3 25 42.6 270 431 100 1.2 10 17 32 10.6 26 42 20 34
0.247 0.562 1.043 2.24 1.9 3 25 10.7 270 431 100 1 10 17 32 5.71 26 42 20 34
3.69 0.493 0.653 19.5 2.89 3.66 25 52.3 248.42 322.92 100 1 3.33 4.3 32 6.1 16.78 21.04 20 34
0.019 0.493 0.653 5.89 2.89 3.66 25 16.8 248.42 322.92 100 1 3.33 4.3 32 2.6 16.78 21.04 20 34
8.41 0.451 0.596 22.4 2.343 2.954 25 13.8 84.822 109.82 100 1 2.765 3.499 32 3.69 16.016 19.925 20 34
0.288 0.451 0.596 1.89 2.343 2.954 25 114 84.822 109.82 100 1 2.765 3.499 32 4.11 16.016 19.925 20 34
0.188 0.451 0.596 1.86 2.343 2.954 25 38 84.822 109.82 100 1 2.765 3.499 32 3.79 16.016 19.925 20 34
0.118 0.451 0.596 1.63 2.343 2.954 25 47.6 84.822 109.82 100 1 2.765 3.499 32 3.23 16.016 19.925 20 34
3.24 0.451 0.596 16.6 2.343 2.954 25 85.6 84.822 109.82 100 1 2.765 3.499 32 3.74 16.016 19.925 20 34
0.208 0.451 0.596 1.64 2.343 2.954 25 97 84.822 109.82 100 1 2.765 3.499 32 4 16.016 19.925 20 34
5.87 0.476 0.626 18.8 2.981 3.721 25 52 78.877 99.821 100 1 2.86 3.668 32 3.41 14.735 18.716 20 34
5.39 0.476 0.626 16.2 2.981 3.721 25 111 78.877 99.821 100 1 2.86 3.668 32 5.26 14.735 18.716 20 34
0.258 0.476 0.626 1.83 2.981 3.721 25 18.5 78.877 99.821 100 1 2.86 3.668 32 5.63 14.735 18.716 20 34
10.1 0.476 0.626 24.1 2.981 3.721 25 20.8 78.877 99.821 100 1 2.86 3.668 32 3.45 14.735 18.716 20 34
11.2 0.476 0.626 27.9 2.981 3.721 25 41.6 78.877 99.821 100 1 2.86 3.668 32 3.51 14.735 18.716 20 34
3.4 0.476 0.626 14.3 2.981 3.721 25 22.9 78.877 99.821 100 1 2.86 3.668 32 2.9 14.735 18.716 20 34
5.72 0.476 0.626 23 2.981 3.721 25 73.8 78.877 99.821 100 1 2.86 3.668 32 3.8 14.735 18.716 20 34
Iron (mg/L) Zinc (µg/L) Chromium (µg/L) Nickel (µg/L)Arsenic (µg/L)
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ResultWarning
Value
Action
ValueResult
Warning
Value
Action
Value
EQS AA
ValueResult
Warning
Value
Action
Value
EQS AA
Value
EQS MAC
Value Result
Warning
Value
Action
Value
EQS AA
ValueResult
Licence
Limit
110.6 5 3.881 7.2 14 0.2 0.07 0.06526 2
210 5 9.52 7.2 14 0.0245 0.07 1 2
78.8 13 5 16.4 7.2 14 0.02 0.07 0.482 2
200 8 5 12.7 7.2 14 0.02 0.07 0.107 2
78.2 8.41 5 3.81 7.2 14 0.01 0.07 1 2
173 208 304 5.53 18.6 25.8 5 2.32 47 209 7.2 14 0.01 0.33 0.5 0.07 1 2
64.1 208 304 33.4 18.6 25.8 5 38.2 47 209 7.2 14 0.0368 0.33 0.5 0.07 1.78 2
89.1 208 304 10.9 18.6 25.8 5 20.9 47 209 7.2 14 0.01 0.33 0.5 0.07 8.95 2
71.9 208 304 8.03 30 39 5 5.14 11.8 15.6 7.2 14 0.01 0.0615 0.0796 0.07 1 2
169 208 304 7.05 30 39 5 9.39 11.8 15.6 7.2 14 0.01 0.0615 0.0796 0.07 1 2
174 208 304 88.2 30 39 5 2.99 11.8 15.6 7.2 14 0.01 0.0615 0.0796 0.07 1.14 2
208 304 11.5 30 39 5 11.8 15.6 7.2 14 0.0615 0.0796 0.07 2
278 208 304 7.17 30 39 5 3.15 11.8 15.6 7.2 14 0.01 0.0615 0.0796 0.07 1 2
354 208 304 45.8 30 39 5 19.9 11.8 15.6 7.2 14 0.022 0.0615 0.0796 0.07 1 2
208 304 30 39 5 18.8 11.8 15.6 7.2 14 0.0615 0.0796 0.07 2
73.8 208 304 22.3 30 39 5 13.6 11.8 15.6 7.2 14 0.01 0.0615 0.0796 0.07 1.04 2
103 208 304 15 30 39 5 4.31 11.8 15.6 7.2 14 0.01 0.0615 0.0796 0.07 1 2
2.72 208 304 1.81 30 39 5 0.2 11.8 15.6 7.2 14 0.01 0.0615 0.0796 0.07 1 2
5.62 226.33 278.12 0.532 27.87 35.54 5 0.224 10 12.5 7.2 14 0.01 0.121 0.168 0.07 1 2
10 226.33 278.12 0.3 27.87 35.54 5 0.2 10 12.5 7.2 14 0.01 0.121 0.168 0.07 1 2
16 180.511 236.628 2.14 22.405 29.646 5 0.568 8.7 11.2 7.2 14 0.01 0.09 0.125 0.07 1 2
58.2 180.511 236.628 15.6 22.405 29.646 5 16.1 8.7 11.2 7.2 14 0.0101 0.09 0.125 0.07 1 2
54.4 180.511 236.628 6.18 22.405 29.646 5 4.52 8.7 11.2 7.2 14 0.0101 0.09 0.125 0.07 1 2
44.5 180.511 236.628 14.3 22.405 29.646 5 6.98 8.7 11.2 7.2 14 0.0104 0.09 0.125 0.07 1 2
30.4 180.511 236.628 3.88 22.405 29.646 5 1.92 8.7 11.2 7.2 14 0.01 0.09 0.125 0.07 1 2
14.8 180.511 236.628 7.74 22.405 29.646 5 3.66 8.7 11.2 7.2 14 0.0259 0.09 0.125 0.07 1 2
29.7 213.788 278.708 0.784 11.687 15.179 5 1.41 5.181 6.670 7.2 14 0.01 0.029 0.036 0.07 1 2
32.4 213.788 278.708 3.91 11.687 15.179 5 3.92 5.181 6.670 7.2 14 0.01 0.029 0.036 0.07 1 2
10 213.788 278.708 0.3 11.687 15.179 5 0.37 5.181 6.670 7.2 14 0.01 0.029 0.036 0.07 1 2
12 213.788 278.708 0.3 11.687 15.179 5 0.364 5.181 6.670 7.2 14 0.01 0.029 0.036 0.07 1 2
11.1 213.788 278.708 0.3 11.687 15.179 5 0.389 5.181 6.670 7.2 14 0.01 0.029 0.036 0.07 1 2
10 213.788 278.708 3.11 11.687 15.179 5 0.334 5.181 6.670 7.2 14 0.01 0.029 0.036 0.07 1 2
22.9 213.788 278.708 2.36 11.687 15.179 5 2.68 5.181 6.670 7.2 14 0.01 0.029 0.036 0.07 1 2
Mineral Oil
(mg/L)Aluminium (µg/L) Copper (µg/L) Lead (µg/L) Mercury (µg/L)
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
Page 24
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
Page 25
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
Page 26
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
Page 27
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EPA Export 04-09-2019:04:19:29
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
April 2019
Page 28
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Suspended
Solids (mg/L)
Total
Dissolved
Solids (mg/L)
Nitrates (as N)
(mg/L)pH (pH units)
Ortho P as P
(mg/L)Iron (mg/L)
Chloride
(mg/L)
Year Quarter Sampling Date Result Licence Limit Result Result Result Result Licence Limit Result Licence Limit Result Result Result Result
2014 - Q1 31/03/2014 2 5 6 2180 105.77 1.27 1 5.075 1
2014 - Q2 29/05/2014 1 5 2.5 3110 378 4.28 1 6.5 1
2014 - Q3 25/09/2014 1 5 5 1020 57.7 0.379 1 2.6 1
2014 - Q4 19/11/2014 2 5 5 845 82.59 1.7 1 2.7 1
2015 - Q1 16/02/2015 2.32 5 45.5 1060 76.7 2.34 1 0.847 1 7.51
2015 - Q2 03/04/2015 1 5 2.5 2270 69.2 1.24 1 1.36 1 7.67
2015 - Q3 10/11/2015 1 5 2 601 38.7 0.0446 1 2.02 1 7.84 1.84
2015 - Q4 25/11/2015 1 5 2 2870 69.4 0.046 1 1.59 1 7.79 1.41
2016 - Q1 (1) 27/01/2016 1 5 2 1890 71.9 2.02 1 0.939 1 7.43 0.866
2016 - Q1 (2) 27/02/2016 1 5 2 949 74.4 0.0171 1 1.49 1 7.8
2016 - Q2 10/05/2016 1 5 6 1480 85.5 1.02 1 1.85 1 7.49
2016 - Q3 08/09/2016 1 5 2 1670 45 0.0341 1 1.74 1 7.71
2016 - Q4 23/11/2016 1 5 2 2350 74.5 0.116 1 3.5 1 7.72
2017 - Q1 08/03/2017 1 5 2 649 54.7 0.0889 1 0.918 1 7.62
2017 - Q2 28/06/2017 1 5 2 625 54.4 0.0435 1 0.791 1 8.03
2017 - Q3 04/09/2017 1 5 2 2460 78.2 0.081 1 1.38 1 7.81
2017 - Q4 07/12/2017 1 5 6.35 577 171 4.84 1 0.965 1 7.34 0.162 7.34
2018 - January 26/01/2018 1.67 5 5.9 459 106 0.724 1 0.758 1 7.46 0.019 7.46
2018 - February 28/02/2018 2.56 5 19.5 844 315 0.979 1 0.201 1 7.53 0.0201 137
2018 - April 25/04/2018 1 5 11.9 576 25.9 2.07 1 0.112 1 7.39 0.0786 78.1
2018 - May 31/05/2018 2.09 5 16.7 846 25.9 0.0477 1 0.18 1 7.39 0.019 125
2018 - June 28/06/2018 1 5 11.2 852 376 0.0436 1 0.06 1 6.99 0.0249 137
2018 - Q3 10/10/2018 1 5 2 776 376 0.0465 1 4.58 1 7.53 0.019 89.1
2018- Q4 30/11/2018 1 5 15.8 739 78 0.163 1 2.31 1 5.68
2019 - January 30/01/2019 1 5 27.1 1500 83.2 0.17 1 3.11 1 6.41 0.151 477
2019 - February 27/02/2019 2.67 5 16.4 977 97 0.315 1 1.41 1 6.34 0.383 139
2019 - March 20/03/2019 1 5 23 556 49.9 0.0685 1 1.88 1 6.82 0.104 91.6
2019 - April 09/04/2019 2.25 5 9.7 1040 86.2 0.158 1 1.47 1 7.2 0.0277 115
2019-May 30/05/2019 1 5 15.6 953 98.7 0.0582 1 1.63 1 7.88 0.0389 106
Ammonia (as N) (mg/L)Total Phosphorus (as P)
(mg/L)
2016
2015
2014
Biochemical Oxygen
Demand (mg/L)
BOLD BLACK text indicates an exceedence of a licence limit applicable at the time
An underline indicates that a "
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
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Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
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KMK Tullamore
Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
SLR Ref No: 501.00323.00004
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APPENDIX 3
Appendix 3: Mitigation Measures
MITIGATION MEASURES
Jetting and Desludging of Interceptors and Drainage Network:
• 12/01/2018 – DX
• 29/01/2018 – DX and E
• 07/02/2018 – DX
• 13/03/2018 – DX
• 19/04/2018 – DX and E
• 01/05/2018 – DX and E
• 10/05/2018– Significant desludging of both networks (all lines, drains, manholes)
• 04-05/07/2018 – DX
• 12/07/2018 – DX and E
• 16/08/2018 – DX and E
• 17/09/2018 – DX and E
• 25/10/2018 – DX and E
• 22/11/2018 – DX and E and Old DX and CX interceptors
• 18/12/2018 – DX and E and Old DX and CX interceptors
• 24/01/2019 – All interceptors and silt traps
• 19/02/2019 - All interceptors and silt traps
• 20/03/2019 – All interceptors and silt traps
• 01/04/2019 – All interceptors and silt traps
• 16/05/2019 - All interceptors and silt traps
Various dates – Employees/operatives informed of issues relating to surface water to bring attention to current
issues and improve housekeeping, daily sweeping/cleaning
Various dates – Review of site processes as part of weekly performance assessments (conducted by Compliance
Team Leader) to identify any site concerns
April 2018 (various dates) - Covers placed on drains located nearby process areas
May 2018 - Location of DX sampling point moved from stagnant chamber to outlet pipe with flow
June 2018 – Dampening procedure for dust suppression gradually altered and new nozzle fitted on IBC’s to
prevent flooding of yards, number of IBC’s used reduced
01/06/2018 - Faster turnaround times requested from the laboratory
06/06/2018 Replacement of DX and E interceptor filters
12/06/2018 – Upstream/Downstream Monitoring report completed as part of incident investigation
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Surface Water Monitoring March 2019 Filename: 190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019
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20/06/2018 – Process area storage report completed as part of incident investigation
09/07/2018 - Purchasing of Ultra Drain Guards filters from supplier – x7 oil and sediment models (arrived) and
x2 heavy metal models (yet to arrive – 4 week turnaround time):
http://www.spillcontainment.com/products/drain-guards/
http://www.spillcontainment.com/products/drain-guards-heavy-metal/
10/07/2018 - New drain cleaning checklist for all drains at facility implemented with supervisors made
responsible for its completion daily
11/07/2018 - New channel cleaning checklist for all channels at facility prepared for implementation
31/07/2018 – Taking of July samples with a secondary lab that specialises in contaminated water analysis (two
sets of results to be compared)
02/08/2018 - Response from service supplier stating that Ultra Drain Guard filters can be used at outlet pipes
30/07/2018 – 04/08/2018 - Trial of Ultra Drain Guard filter - oil and sediment model
September 2018 - Sediment and surface water sampling at outlets
31/10/2018 – Meeting with Malachi Cullen Engineers, Molloy Precast and liaison with SLR Consulting regarding
potential infrastructural changes to be made to the DX and E networks including installation of E silt trap,
recommissioning of old site interceptors (DX, CX) within DX network, potential re-guttering of E yard, potential
for rainwater diversion and final treatment options at DX.
31/10/2018 - Heavy metal filter removed at DX for October baseline sampling following meeting, new filter
refitted straight after.
22/11/2018 – Cleaning and desludging of the decommissioned DX (Class 1) and CX (Class 2) interceptors within the DX network to assist with surface water quality. Recommissioned DX and CX interceptors to be cleaned, desludged and regularly inspected on a monthly basis along with current DX and E interceptors.
27/12/2018 – E yard channels cleaned and desludged. Fitting of stainless steel bars into E yard channel to prevent material falling into drainage channel, only water can flow through.
December 2018 – Pre-planning consultation request submitted to Offaly CoCo for permission to roof D4 yard, Hanger and E yard and cease outdoor storage of material in these areas.
30/01/2019 – Filter replaced
04/01/2019 - Service on the phosphorous reduction system in the waste water treatment system
18/01/2019 – Pre-planning consultation meeting held with Offaly CoCo. Planning application preparation began 18/02/2019.
30/01/2019 – Hiring of “Scarab-m25h” sweeper arranged with supplier Walkers. Sweeper used on a daily rota with a designated team set up to sweep, dampen yards and clean drainage infrastructure
04/01/2019 - Service on the phosphorous reduction system in the waste water treatment system
18/02/2019 - Service on the phosphorous reduction system in the waste water treatment system
21/02/2019 – Planning meeting with site engineer regarding Planning Application for yard roofing
22/02/2019 - Service on the phosphorous reduction system in the waste water treatment system
01/03/2019, 08/03/2019, 15/03/2019 – Molloys system service and taking of samples, no phosphorous detected
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15/03/2019 -Planning permission application submitted to Offaly County Council for roofing of yard (withdrawn due to clerical error)
29/03/2019 – Larger sweeper model trialled on-site
09/04/2019 - Molloys system service and taking of samples, some phosphorous detected and ferric chloride dosing altered
25/04/2019 - Molloys system service and taking of samples, no phosphorous detected
13/05/2019 - Planning permission application re-submitted to Offaly County Council for roofing of yard
17/05/2019 – Molloys system service and taking of samples, some phosphorous detected and ferric chloride dosing altered
28/05/2019 - DX shut off, ENVA will now collect this wastewater and deliver it to their facility in JFK industrial estate in Dublin
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190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019.pdf00323.00004.0.Surface Water Monitoring Locations190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019May19 SWMonitoring Lab (E and F)190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019Surface Water (E) 2014 to May19190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019Foul Water (F) 2014 to May19190621 501.00323.00004 Rev1 KMK Tullamore SW Monitoring Report May2019