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Millipore Ireland Limited Tullagreen, Carrigtwohill, Co. Cork
Annual Environmental Report
2010
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
ii
ANNUAL ENVIRONMENT REPORT 2010
TABLE OF CONTENTS
1.0 INTRODUCTION 5
1.1 GENERAL INTRODUCTION 5 1.2 COMPANY PROFILE 6 1.3 SITE DESCRIPTION 6 1.4 SITE ACTIVITIES 7 1.5 ENVIRONMENTAL CONSIDERATIONS 9 1.6 DEVELOPMENTS AT MILLIPORE IN 2009 9
2.0 SUMMARY INFORMATION 11
2.1 SELF MONITORING DATA – EMISSIONS TO SEWER 11 2.1.1 INTRODUCTION 11 2.1.2 SUMMARY OF MONITORING RESULTS 11 2.1.3 DISCUSSION OF MONITORING RESULTS 20 2.1.4 CONCLUSION 21 2.2 SELF MONITORING DATA – EMISSIONS TO SURFACE WATER 21 2.2.1 INTRODUCTION 21 2.2.2 SUMMARY OF SURFACE WATER EMISSION MONITORING RESULTS 21 2.2.3 DISCUSSION OF SURFACE WATER EMISSION MONITORING RESULTS 22 2.3 SELF MONITORING DATA – EMISSIONS TO ATMOSPHERE 22 2.3.1 INTRODUCTION 22 2.3.2 SUMMARY OF MONITORING RESULTS 22 2.3.3 DISCUSSION OF MONITORING RESULTS 25 2.4 SELF MONITORING DATA – WASTE EMISSIONS 28 2.4.1 INTRODUCTION 28 2.4.2 SUMMARY OF WASTE EMISSIONS 28 2.5 AGENCY MONITORING & ENFORCEMENT 31 2.5.1 AGENCY MONITORING 31 2.5.2 AGENCY ENFORCEMENT 31
3.0 RESOURCE CONSUMPTION 32
3.1 ELECTRICITY CONSUMPTION 32 3.2 NATURAL GAS CONSUMPTION 33 3.3 WATER CONSUMPTION 34
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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4.0 ENVIRONMENTAL INCIDENTS & COMPLAINTS 36
4.1 ENVIRONMENTAL INCIDENTS 36 4.2 ENVIRONMENTAL COMPLAINTS 36 4.3 AER SUMMARY DATA TABLE 37
5.0 MANAGEMENT OF THE ACTIVITY 38
5.1 INTRODUCTION 38 5.2 ENVIRONMENTAL OBJECTIVES & TARGETS 39 5.3 EMP FOR 2010 40 5.4 POLLUTANT RELEASE AND TRANSFER REGISTER 40 5.4.1 POLLUTANT RELEASE AND TRANSFER REGISTER FOR 2009 40 5.4.2 POLLUTANT RELEASE AND TRANSFER REGISTER 40 5.5 SOLVENT MASS BALANCE & SOLVENT MANAGEMENT PLAN 41
6.0 LICENCE SPECIFIC REPORTS 42
6.1 NOISE 42 6.1.1 INTRODUCTION 42 6.2 TESTING OF UNDERGROUND TANKS, PIPELINES & BUNDS 44 6.2.1 TESTING OF UNDERGROUND TANKS 44 6.3 GROUNDWATER MONITORING 44 6.3.1 INTRODUCTION 44 6.4 ENERGY EFFICIENCY 46 6.4.1 INTRODUCTION 46 6.5 RESOURCE & MATERIALS EFFICIENCY 47 6.5.1 INTRODUCTION 47 6.6 WATER EFFICIENCY 47 6.6.1 INTRODUCTION 48 6.7 ENVIRONMENTAL LIABILITIES RISK ASSESSMENT 48 6.7.1 INTRODUCTION 48 6.8 DECOMMISSIONING MANAGEMENT PLAN 48 6.8.1 INTRODUCTION 48
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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List of Appendices
Appendix I Toxicity Reports
Appendix II Waste Management Record
Appendix III Print-Out of 2010 PRTR Emissions Data
Appendix IV Environmental Objectives and Targets 2010
Appendix V Proposed Objectives and Targets 2011
Appendix VI Solvent Management Plan 2010
Appendix VII Environmental Noise Survey 2010
Appendix VIII Groundwater Monitoring Report 2010
Appendix IX Energy Audit Report 2010
Appendix X Environmental Liabilities Risk Assessment
& DMP
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
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1.0 INTRODUCTION
1.1 GENERAL INTRODUCTION This report fulfils the requirement for an Annual Environmental Report (AER) in
accordance with Condition 11.8 of Integrated Pollution Prevention and Control
Licence (IPPCL) Register No. P0571-03, concerning the scheduled action of Millipore
Ireland Limited, located at Tullagreen, Carrigtwohill, Co. Cork.
The Environmental Protection Agency (hereafter referred to as the ‘Agency’) granted
the current IPPCL to the site on March 09th, 2010. This operating IPPCL supercedes
the previous IPPCL Register No. P0571-01 & P0571-02.
Millipore is licensed for the following scheduled activities, under the Environmental
Protection Agency Act, 1992:
‘The surface treatment of objects or products using organic solvents, with a consumption
capacity of more than 200 tonnes per year’
&
‘The recovery of waste in a facility, within the meaning of the Act of 1996, which facility is
connected with another activity specified in this schedule in respect of which a licence under
Part IV is in force’.
This report is prepared in accordance with the Condition 11.8 of the operating IPPC
licence, which states:
“The licensee shall submit to the Agency, by the 31st March of each year, an AER covering the
previous calendar year. This report, which shall be to the satisfaction of the Agency, shall
include as a minimum the information specified in Schedule D: Annual Environmental Report
of this licence and shall be prepared in accordance with any relevant guidelines issued by the
Agency.”
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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This AER is compiled in accordance with the Agency Guidance Note for Annual
Environmental Reports and is applicable to the 12-month reporting period from
January 01st 2010 to December 31st 2010 inclusive.
1.2 COMPANY PROFILE Millipore Corporation is a Life Science Leader providing technologies, tools and
services for bioscience research and biopharmaceutical manufacturing. The company
was originally founded in 1954 and has since expanded into a worldwide corporation,
employing approximately 6,000 people worldwide. The company headquarters are
based in Billerica, Massachusetts, USA with subsidiaries and offices in more than 30
countries worldwide.
Millipore specifically provides a portfolio of products and services in: Life Sciences,
Drug Discovery and Development, Laboratory Filtration, Laboratory Water,
Upstream Bioprocessing, Downstream Bioprocessing and Process Monitoring.
In 2010, Millipore Ireland BV changed its legal entity in Ireland to Millipore Ireland
Limited (change effective since October 2009) as detailed in the Transfer Application
to the Agency dated 26th March 2010.
In July 2010, the Millipore Corporation was acquired by Merck KGaA and is now part
of the Merck Millipore division of Merck KGaA. At this stage, there has been little
change or impact to the Cork site, however should this change, the site will notify the
Agency under Condition 1 of the operating IPPC licence. The legal entity of Millipore
Ireland Limited in Cork remains unchanged at this time, however should this change
the licensee will inform the Agency accordingly and submit all required information.
1.3 SITE DESCRIPTION
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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The Millipore facility is a manufacturer of filtration/diagnostic membranes and
filtration devices and is located in Tullagreen, Carrigtwohill, Co. Cork. The entire site
area comprises 14.5 hectares situated approximately 1km south-west of the village of
Carrigtwohill, east of Cork City.
The facility was originally constructed in 1987 on a greenfield site which was
previously used for agriculture. Since initial commencement of site operations, the
manufacturing capabilities of the site have expanded significantly in the intervening
years.
There are currently approximately 480 personnel employed at the Millipore site. The
facility operates on a twenty-four hour, seven day per week shift basis.
1.4 SITE ACTIVITIES Millipore Ireland Limited manufactures filtration devices and diagnostic membranes
for analytical laboratories as well as the biopharmaceutical and microelectronics
industries at its facility. The primary processes that are carried out on-site include:
1. Membrane Manufacturing:
� IC1 & IC2; and
� Aircast (J1, J2, MW2, K)
2. Device Assembly
� Clean Room 1, 2 & 3
3. Controlled Pore Glass
� CPG
Manufacturing operations are supported by facilities and support services onsite.
Membrane Manufacturing
There are two membrane manufacturing processes operated onsite, namely Aircast
and Immersion Cast (IC).
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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Aircast membranes are manufactured using high grade nitrocellulose and cellulose
acetate. The lacquer is formed by mixing the high grade nitrocellulose and cellulose
acetate with solvents such as acetone, ethanol and butanol. The casting lacquer is then
carried through a series of formation and drying chambers, whereby the membrane is
formed. Once formed, it is rinsed, dried and slit into rolls.
In the IC process, plastic material is mixed with solvent to form a lacquer. This is then
cast on to a plastic film which carries it through a solvent bath to allow the membrane
to form. The membrane is subsequently washed and dried. It then undergoes further
heat treatment and hydrophilisation to form the finished product.
Assembly Plant:
Within the assembly plant, plastic components are injection moulded and assembled
within specific assembly areas with various types of Millipore membranes to produce
a range of medical and pharmaceutical filtration devices.
CPG:
The CPG process involves heating of the glass within furnaces, quenching, then
grinding and sieving of the glass beads. The glass is then treatment with an acid and
base to remove impurities and dried to form a product. The CPG process is mainly
physical in nature and with the exception of acid / base treatment does not involve
the use of any other chemicals or organic solvents.
Hours of Operation:
The majority of production departments within Millipore work varying shift patterns
over a 24 hour, 7 day period. The Membrane Manufacturing plant shuts down for two
weeks during the summer months for routine maintenance.
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1.5 ENVIRONMENTAL CONSIDERATIONS
The site is managed and controlled to ensure minimal impact to the environment. The
following environmental considerations apply:
• All process wastewater is directed to the onsite Wastewater Treatment Plant
(WWTP) where it undergoes aerobic treatment prior to discharge to the local
authority sewer for further treatment. The WWTP operates on a 24 hour basis, 7
days per week to coincide with production in the membrane manufacturing
plants.
• All process solvent exhausts are vented to the onsite thermal oxidizers, for
treatment prior to discharge to the environment. Thermal Oxidizers TO1 and TO2
operate either in tandem or on a duty / standby arrangement and TO3 operates
continuously. The thermal oxidizers operate on a 24 hour basis, 7 days per week
to coincide with production in the membrane manufacturing plants.
• Solvents utilised in the IC1 & IC2 manufacturing process are recovered in the
onsite solvent recovery unit and re-used within the manufacturing process.
• Millipore operates site wide programmes to reduce resource consumption,
improve energy efficiency and reduce waste. The Lean Six Sigma manufacturing
program launched in 2003 has contributed significantly towards achieving these
aims. This programme is continuing to go from strength to strength. This process
is driven by the process excellence group on site and has made significant
progress in reducing resource consumption.
1.6 DEVELOPMENTS AT MILLIPORE IN 2010
In 2010, the site EHS organisation structure was redefined and extended. Firstly, the
European EHS Manager was vacated and the role of Site EHS Manager was defined
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Annual Environment Report 2010
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instead, incorporating fully the role of the Environment Manager. In addition, the role
of Health & Safety Manager remained as part of the organisational structure. In
addition, two new WWTP technicians commenced in dedicated roles in the WWTP,
to provide supervision of the system over a 7 day basis. This extended structure is
outlined in Figure 1.1 below.
Figure 1.1 Overview of EHS Management Structure
EHS Manager
H&S Manager
EHSEngineer
EHS Engineer
EHS Engineer
EHS Engineer
OccupationalHealthNurse
EnvironmentTechnician
WWTP Technician
WWTP Technician
EHSEngineer
The following developments also took place in 2010:
• The IC2 process continued undergoing validation during 2010.
• The CPG process was undergoing commissioning and validation in 2010. In
addition, Phase I of equipment transfer was completed in 2010.
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
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2.0 SUMMARY INFORMATION
2.1 SELF MONITORING DATA – EMISSIONS TO SEWER 2.1.1 Introduction Millipore Ireland Limited is licensed to discharge site wastewater to the local
authority sewer system and associated wastewater treatment plant in Carrigtwohill,
Co. Cork.
There are 6 licensed Emissions to Sewer discharge points as follows:
� SE1 – Discharge from site WWTP
� SE2 – Reject Water from Reverse Osmosis Water Treatment Plant
� SE3 – Reject Water from Reverse Osmosis Water Treatment Plant
� SE5 – Neutralised Wastewater (CPG)
� SE6 – Furnace Cooling Water (CPG)
� SE7 – Reject Water from Reverse Osmosis Water Treatment Plant (CPG)
In accordance with IPPC licence Register No. P0571-03, Condition 5.1 and Schedule
B.3 outline the emission limit values for the emissions to sewer.
2.1.2 Summary of Monitoring Results The summary of monitoring results is provided from site monitoring programmes
carried out in accordance with the requirements of the operating IPPC licence,
Schedule C.3.2.
Tables 2.1, 2.3, 2.5 and 2.8 provide a summary of the mass emissions to sewer for 4
licensed emissions points for all parameters specified in Schedule C.3.2 of the IPPC
licence for the reporting year 2010. A comparison is also provided with mass
emissions for 2009.
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Tables 2.2, 2.4, 2.6 and 2.7 provides a summary of the parameters for 5 licensed
emission points that Millipore are required to monitor under Schedule C.3.2 of the
operating IPPC licence.
Table 2.10 provides an overview of compliance with Emissions to Sewer for licensed
emission point SE1.
Emissions to Sewer: SE1 – Discharge from site WWTP
Table 2.1 – Summary of Mass Emissions to Sewer for Licensed Emission Point SE1
Parameter Licensed Mass
Emissions*
Average Mass
Emission
2010
Mass Emission
2010
Mass Emission
2009
Volume (m3) 219, 000 m3/annum
77.64 m3/day 28,185 m3/annum 26,295 m3/annum
Temperature (oC) 35 ºC 28.33 ºC Max 34.54 ºC Max 36.89ºC
pH (pH units) 6.0 – 9.0 7.48 Max = 8.34 Min = 6.51
Max = 8.39 Min = 6.20
BOD (Kg/annum) 251,850 - 9,770 2,638
COD (kg/annum) 569,400 - 18,870 11,335
Suspended Solids
(kg/annum) 98,550 - 4,783 3,593
Total Nitrogen (Kg/annum) 65,700 - 2,006 955
Sulphates (Kg/annum) 10,950 - 616 768
Total Heavy Metals
(Kg/annum) 219 - 3 < 13
OFG’s (Kg/annum) 6,570 - 259 200
*Acrylates (Kg/annum) <219 - < 13 < 6
Organic Solvents
(Kg/annum) 219 - < 28 < 13
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03 as this was the licence in effect for the reporting
period March-December 2010.
* Mass Emissions were calculated utilizing average parameter concentrations and
wastewater flow rates.
Table 2.2 – Summary of Emissions to Sewer for Licensed Emission Point SE1
Parameter Emission Limit
Value
Required
Monitoring
Frequency
Average
Measured Value
2009
Average
Measured Value
2010
Volume (m3/day) 600 Continuous 72.04 77.64
Temperature (oC) 35 Continuous 27.21 28.33
pH (pH units) 6.0 – 9.0 Continuous 7.53 7.48
BOD (mg/l) 1150 Weekly 100.3 346.6
COD (mg/l) 2600 Daily 431.1 669.5
Suspended Solids (mg/l) 450 Daily 136.6 169.7
Total Nitrogen (N) (mg/l) 300 Daily 36.3 71.2
Sulphates (mg/l) 250 Quarterly 29.2 21.9
Total Heavy Metals (mg/l) 1 Annually < 1 0.1
OFG’s (mg/l) 30 Quarterly 7.6 9.2
Acrylates (mg/l) <1 Quarterly < 0.2 < 0.5
Organic Solvents
(Kg/annum) 1 Quarterly < 0.5 <1
Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03 as this was the licence in effect for the reporting
period March-December 2010.
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Annual Environment Report 2010
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Emissions to Sewer: SE2 – Discharge from site ROUF
Table 2.3 – Summary of Mass Emissions to Sewer for Licensed Emission Point SE2
Parameter Licensed Mass
Emissions*
Average Mass
Emission
2010
Mass Emission
2010
Mass Emission
2009
Volume (m3/annum)
61,320 m3 - 47,220 34,726
Temperature (oC)
22 13.85 Max = 16.4 °C Max = 16.2 °C
pH (pH units) 6-9 8.08 Max = 8.52
Min = 7.35
Max = 8.37
Min = 7.75
COD (kg/year) 6132 - 503.11 470
Suspended Solids (kg/year)
613.2 - 70.8 99
Chlorides (kg/year)
15,530 - 4,982 1,867
Sulphates (kg/year)
15,330 - 4,368 3,632
Total Heavy Metals (kg/year)
61.32 - <11.57 <4.40
Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03 as this was the licence in effect for the reporting
period March-December 2010.
* Mass Emissions were calculated utilizing average parameter concentrations and
wastewater flow rates.
Table 2.4 – Summary of Emissions to Sewer for Licensed Emission Point SE2
Parameter Emission
Limit Value
Required
Monitoring
Frequency
Average
Measured
Value
2009
Average
Measured
Value
2010
Volume (m3/day) 168 Bi-annually 95 129
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Annual Environment Report 2010
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Temperature (oC) 22 ºC Bi-annually 12.31 13.85
pH (pH units) 6.0 – 9.0 Weekly 8.18 8.08
COD (mg/l) 100 Fortnightly 13.55 10.65
Suspended Solids (mg/l) 10 Fortnightly 2.85 1.50
Chlorides (mg/l) 250 Bi-annually 53.75 105.50
Sulphates (mg/l) 250 Bi-annually 104.6 92.50
Total Heavy Metals (mg/l) 1 Annually <0.13 <0.25
Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03 as this was the licence in effect for the reporting
period March-December 2010.
Emissions to Sewer: SE3 – Discharge from IC2 ROUF
Table 2.5 – Summary of Mass Emissions to Sewer for Licensed Emission Point SE3
Parameter Licensed Mass
Emissions*
Average Mass
Emission
2010
Mass Emission
2010
Mass Emission
2009
Volume (m3/year)
43,800 m3 - 18,250 1,468
pH (pH units)
- 8.10 Max = 8.52
Min = 7.11 8.11
COD (Kg/year)
- - 203.10 42
Suspended Solids (kg/year)
- - 27.8 6
Chlorides (Kg/year)
- - 1,125.4 263
Sulphates (Kg/year)
21,900 - 1,326.2 297
Total Heavy Metals
- - 0.7 <1
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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(Kg/year)
Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03as this was the licence in effect for the reporting
period March-December 2010.
* Mass Emissions were calculated utilsing average parameter concentrations and
wastewater flow rates.
Table 2.6 – Summary of Emissions to Sewer for Licensed Emission Point SE3
Parameter Emission Limit
Value
Required
Monitoring
Frequency
Average
Measured Value
2009
Average
Measured Value
2010
Volume (m3/day)
120 Bi-annually 4.02 50
pH (pH units) - Weekly 8.11 8.10
COD (mg/l) - Fortnightly 42 11.1
Suspended Solids (mg/l)
- Fortnightly 6 1.5
Chlorides (mg/l)
- Bi-annually 263 61.7
Sulphates (mg/l)
500 Bi-annually 297 72.7
Total Heavy Metals (mg/l)
- Annually <1 0.04
Please note, Emission Limit Values as stipulated in the following tables, refer to IPPC
licence Reg. No. P0571-03 as this was the licence in effect for the reporting period
March-December 2010.
Emissions to Sewer: SE4 – IC2 Cooling Tower Overflow
Emission Point SE-4 was not operational in 2010 and remained diverted to the WWTP
for treatment and subsequent discharge at SE1.
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Emissions to Sewer: SE5 – Neutralised Wastewater (CPG)
Emission Point SE-5 was discharged to the onsite WWTP when production operations
started in July 2010.
Emissions to Sewer: SE6 – Furnace Cooling Water (CPG)
There was minimal discharge from Emission Point SE-6 during 2010, due to the
validation and commissioning of the CPG process. Table 2.7 below shows a summary
of average measured values for 2010.
Table 2.7 – Summary of Emissions to Sewer for Licensed Emission Point SE6
Parameter Emission Limit
Value
Required
Monitoring
Frequency
Average
Measured Value
2009
Average
Measured Value
2010
Volume (m3/year)
20 Bi-annually - 18
Temperature ((oC))
22 Bi-annually - 19.80
pH (pH units) 6.0-9.0 Monthly - 8.10
COD (mg/l) 100 Bi-annually - 3.7
Suspended Solids (mg/l)
10 Bi-annually - 3.3
Chlorides (mg/l)
250 Annually - 22.7
Sulphates (mg/l)
250 Annually - 28.5
Total Heavy Metals (mg/l)
1 Bi-annually - 0.54
Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03 as this was the licence in effect for the reporting
period March-December 2010.
Emissions to Sewer: SE7 – Reject Water from Reverse Osmosis Water Treatment
Plant (CPG)
Table 2.8 – Summary of Mass Emissions to Sewer for Licensed Emission Point SE7
Parameter Licensed Mass Average Mass Mass Emission Mass Emission
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Annual Environment Report 2010
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Emissions* Emission
2010
2010 2009
Volume (m3/year)
7,300 m3 - 800 -
pH (pH units) - 8.12 Max = 8.25
Min = 8.07 -
COD (Kg/year) - - 10 -
Suspended Solids (kg/year)
- - 4 -
Chlorides (Kg/year)
- - 28 -
Sulphates (Kg/year)
3,650 - 38 -
Total Heavy Metals (Kg/year)
- - 0 -
Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03 as this was the licence in effect for the reporting
period March-December 2010.
* Mass Emissions were calculated utilsing average parameter concentrations and
wastewater flow rates.
Table 2.9 – Summary of Emissions to Sewer for Licensed Emission Point SE7
Parameter Emission Limit
Value
Required
Monitoring
Frequency
Average
Measured Value
2009
Average
Measured Value
2010
Volume (m3/day)
20 Bi-annually - -
pH (pH units) - Monthly - 8.20
COD (mg/l) - Bi-annually - 13
Suspended Solids (mg/l)
- Bi-annually - 5
Chlorides (mg/l)
- Annually - 34.5
Sulphates (mg/l)
500 Annually - 48
Total Heavy - Bi-annually - 0.04
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Annual Environment Report 2010
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Metals (mg/l)
Please note, Emission Limit Values as stipulated in the following tables, refer to
IPPC licence Reg. No. P0571-03 as this was the licence in effect for the reporting
period March-December 2010.
Table 2.10 - Summary of Exceedences for Emissions to Sewer – SE1
Month
Tem
p
pH
Susp
ende
d
Soli
ds
Sulp
hate
s
OFG
’s
Tota
l
January 0 0 0 0 0 0 February 0 0 0 0 0 0
March 0 0 0 0 0 0 April 0 0 0 0 0 0 May 0 0 0 0 0 0 June 0 0 0 0 0 0 July 0 0 0 0 0 0
August 0 0 0 0 0 0 September 0 0 0 0 0 0
October 0 0 0 0 0 0 November 0 0 0 0 0 0 December 0 0 0 0 0 0 Total Non-
compliances 0 0 0 0 0 0
There were no exceedences for any licensed parameter at SE-1 during 2010. This is a
huge improvement on 2009 and previous years.
Millipore also carried out Toxicity Testing on the final effluent from licensed emission
point SE1, as required by the IPPC licence. A representative sample was collected
from the final effluent emission point SE1 on 18th October 2010. The final effluent was
tested against Scophthalmus maximus (turbot). The Toxicity result was 4.2 TU. The
Emission Limit Value for Toxicity is 10 TU.
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Annual Environment Report 2010
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SE1 Mass Emission 2010 Vs 2009
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
20000
BOD
CODSus
pend
ed Soli
dsTota
l Nitr
ogen
(N)
Sulpha
tes
Total H
eavy M
etals
OFG's
Acryla
tesOrga
nic S
olven
ts
IPPC Licenced Parameters
Kg/
annu
m
2009
2010
A sample of activated sludge was collected on 10th August 2010. The Respirometry
Test result on this sample was <2 TU. The Emission Limit Value for Toxicity is 10 TU.
Both analyses reports demonstrate that the Millipore final discharge to sewer contains
a low level of toxicity. Analysis Reports are included in Appendix I.
2.1.3 Discussion of Monitoring Results The monitoring results as outlined in the above tables demonstrate that monitoring
results for emissions to sewer for compliance with the emission limit values set out in
Schedule B.3 of the IPPCL have improved by 100% in comparison with 2009.
Mass emissions of all licensed parameters in 2010 have increased due to an increase of
production operations. Compliance with all emission licensed parameters has
significantly improved due to an improvement in the performance of the onsite Waste
Water Treatment Plant, as demonstrated in Figure 2.1 below.
Figure 2.1 Mass Emissions 2010 Vs 2009
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
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2.1.4 Conclusion Licensed emissions to sewer represent a significant improvement in compliance with
Emission Limit Values in comparison with 2009.
2.2 SELF MONITORING DATA – EMISSIONS TO SURFACE WATER 2.2.1 Introduction In accordance with Condition 6.15 and Schedule C.2.3 of the operating licence,
monitoring of surface water discharge is conducted at the facility. The emission point
reference no. SW1 is the outlet from the surface water drainage network which is then
discharged to receiving waters.
2.2.2 Summary of Surface Water Emission Monitoring Results Monitoring of surface water discharge is conducted in accordance with Condition
6.15 of the operating IPPC licence. There are no defined emission limit values within
the IPPC licence for surface water emissions. Condition 6.15.2 of the IPPC licence sets
a trigger level for COD at 100 mg/l at SW1. Results of monitoring of surface water
discharges are detailed in within Table 2.8.
Table 2.8 - Summary of Surface Water Monitoring Results 2010
Parameter Required Monitoring
Frequency
Average Measured Value
COD Weekly 20 mg/L
pH Weekly 7.56
Visual Inspection Daily Clean, colorless, odorless
Please note, surface water samples taken, as summarized in Table 2.8, were sampled
at a designated point from the Firewater Retention Ponds, as there was no discharge
of surface water to receiving water in 2010.
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2.2.3 Discussion of Surface Water Emission Monitoring Results Surface water continues to be diverted to the local authority sewer system, as agreed
with the Agency in 2008. The site has completed the installation of a continuous TOC
monitoring system at SW1, however challenges with the TOC instrument has resulted
in the system still undergoing commissioning works. The commissioning and
validation process must be fully completed, prior to return to normal surface water
discharges. Full details are provided in the EMP for 2010.
2.3 SELF MONITORING DATA – EMISSIONS TO ATMOSPHERE
2.3.1 Introduction Under Condition 5.1 of the IPPC licence and according to Schedule C.1.1, the site is
required to monitor emissions to atmosphere at the required licensed emission points.
Emission limit values associated with licensed emission points are fully detailed in
Schedule B.1 of the IPPC licence.
The main emissions to atmosphere arising from the Millipore facility comprise point
emissions from the site Regenerative Thermal Oxidisers (RTOs).
2.3.2 Summary of Monitoring Results Condition 11.8 of Millipore’s IPPC licence requires that a summary report of
emissions to atmosphere is submitted to the Agency as part of the AER. Schedule C,
Control and Monitoring of the IPPC licence specifies the monitoring requirements.
Emission limit values are detailed within Schedule B of the IPPC licence.
Mass Emissions for the RTOs from licensed emission points A1-7 and A1-8 are
detailed within Table 2.9 and 2.11.
Table 2.10 and 2.12 provides a summary of emissions monitoring for RTO Emissions
in 2010.
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Emissions to Atmosphere: A1-7 – Emissions from TO1/TO2
Table 2.9 – Summary of Mass Emissions to Atmosphere for Licensed Emission Point A1-7
Parameter Licensed Mass
Emissions*
(kg/day)
Mass Emission
2009
(kg/day)
Mass Emission
2010
(kg/annum)
Mass Emission
2009
(kg/annum)
Total Organics
(as C) 27 7.5 2,747 2,270
NOx (as NO2) 72 0.36 44.64 43.2
Table 2.10 – Summary of Emissions to Atmosphere for Licensed Emission Point A1-7
Parameter Emission
Limit
Value
Required
Monitoring
Frequency
Average
Measured
Value
2010
Average
Measured
Value
2009
%
Compliance
Total Organics
(as C) 75mg/m3 Continuously 0.31 kg/hr 0.25 kg/hr 100
NOx (as NO2) 200mg/m3 Quarterly 0.015 kg/hr 0.015 kg/hr 100
Table 2.11 – Summary of Non-Compliances for Licensed Emission Point A1-7
Month Total Organics NOx January 0 0
February 0 0
March 0 0
April 0 0
May 0 0
June 0 0
July 0 0
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August 0 0
September 0 0
October 0 0
November 0 0
December 0 0
Total 0 0
Emissions to Atmosphere: A1-8 – Emissions from TO3
Table 2.12 – Summary of Mass Emissions to Atmosphere for Licensed Emission Point A1-8
Parameter Licensed Mass
Emissions*
(kg/day)
Mass Emission
2010
(kg/day)
Mass Emission
2010
(kg/annum)
Mass Emission
2009
(kg/annum)
Total Organics
(as C) 52.2 4.6 1667 2931
NOx (as NO2) 139.2 0.174 20.88 42.46
Table 2.13 – Summary of Emissions to Atmosphere for Licensed Emission Point A1-8
Parameter Emission Limit
Value
Required
Monitoring
Frequency
Average
Measured
Value
2010
Average
Measured
Value
2009
Total Organics
(as C) 75mg/m3 Continuously 0.19 kg/hr 1.54 kg/hr
NOx (as NO2) 200mg/m3 Quarterly 0.00723kg/hr 0.015 kg/hr
Table 2.14 – Summary of Non-Compliances for Licensed Emission Point A1-8
Month Total Organics NOx
January 0 0
February 1 0
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March 0 0
April 1 0
May 0 0
June 1 0
July 0 0
August 0 0
September 0 0
October 0 0
November 0 0
December 0 0
Total 3 0
2.3.3 Discussion of Monitoring Results
All site non-compliances for licensed emission point A1-8 relate directly to bypasses.
There were no ELV exceedances under normal RTO operations. The site developed a
Thermal Oxidiser Compliance Programme, supported by a cross-functional Project
Team to focus on the performance of the site RTO’s in 2009, prevention of bypasses
and non-compliances at licensed emission point A1-7 and A1-8. This dedicated
programme and team remained focused on this effort in 2010 to ensure full IPPC
licence compliance.
A summary of bypasses for 2010 for licensed emission point A1-7 is provided in
Figure 2.2. This trend includes planned bypasses, required for site shutdown in July,
August and December, in addition to the cold weather which resulted in an elevated
number for November due to a valve sticking. Issues with the internal monitoring
equipment LEL’s caused an increase in the number of bypasses in February and May.
However overall, the occurrence of bypasses continues to decrease in comparison
with previous years.
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Figure 2.2 Bypass Trends for Licensed Emission Point A1-7 for 2010
A1-7 Bpass Trends 2010
0
2
4
6
8
10
12
14
16
18
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
A summary of bypasses for 2010 for licensed emission point A1-8 is provided in
Figure 2.3. This trend includes planned bypasses, required for site shutdown in July,
August and December. Issues with the residual air cleaner and signal faults caused an
increase in the number of non-planned bypasses in February. However overall, the
occurrence of bypasses continues to decrease in comparison with previous years. In
addition, the occurrence of non-compliant bypasses has reduced significantly in
comparison with 2009.
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Figure 2.3 Bypass Trends for Licensed Emission Point A1-8 for 2010
As previously detailed, in 2009 the site developed a Thermal Oxidiser Compliance
Programme, supported by a cross-functional Project Team to focus on the
performance of the site RTOs, prevention of bypasses and non-compliances at
licensed emission point A1-7 and A1-8. This dedicated programme and team
remained focused on this effort in 2010 to ensure full IPPC licence compliance.
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2.4 SELF MONITORING DATA – WASTE EMISSIONS
2.4.1 Introduction Wastes arising at the Millipore facility comprise hazardous and non-hazardous waste
materials, which are managed and controls in accordance with Condition 8 and
Condition 11.9 of the operating IPPC licence.
Total waste generation in 2010 from normal site operations was 3,033 tonnes.
Total waste production at Millipore is divided as follows:
� 56.3% hazardous waste
� 43.7% non-hazardous waste
Non-hazardous waste generated as a result of the site improvement and cleanup
programmes in 2010 was 8,569 tonnes. Please note: these waste disposal details are
not included in the PRTR for 2010 as these were considered abnormal operations and
do not represent typical operations onsite.
There were no rejected consignments of waste at the Millipore facility in 2010.
2.4.2 Summary of Waste Emissions
The following section summarizes waste statistics for the reporting period of January
01st to December 31st 2010. Additional waste generation data is presented in Table
2.15. A copy of the waste management record is included as Appendix II to this
report.
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Table 2.15 – Summary of Hazardous and Non-hazardous Waste
.
Figure 2.4 Overview of Waste Generation 2009 Vs 2010
2010
Recovered /
Recycled off site (Tonnes)
Recovered on site
(Tonnes)
Disposed (Tonnes)
Total (Tonnes)
Non Hazardous Waste 574.4 0 758.3 1332.7
Hazardous Waste 219.8 1286.9 209.0 1715.7
Total 794.2 1286.9 967.3 3048.4
2009
Recovered /
Recycled off site (Tonnes)
Recovered on site
(Tonnes)
Disposed (Tonnes)
Total (Tonnes)
Non Hazardous Waste 691.5 0 917 1,608.5
Hazardous Waste 200.5 736.1 121.4 1058
Total 892 736.1 1038.4 2666.5
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2.5 AGENCY MONITORING & ENFORCEMENT 2.5.1 Agency Monitoring The Agency conducts routine sampling and monitoring programmes of site emissions
to assess the environmental performance of the facility. In 2010, the Agency
conducted the following environmental sampling and monitoring events:
Date Detail of Agency Sampling & Monitoring
03rd February 2010 Monitoring of Licensed Emissions: SE-1, SE-2
28th April 2010 Monitoring of Licensed Emissions: SE-1, SE-2
19th September 2010 Monitoring of Licensed Emissions: SE-1, SE-2
27th October 2010 Monitoring of Licensed Emissions: SE-1, SE-2, SE-3
2.5.2 Agency Enforcement
In addition to monitoring, the Agency also conducts inspections and audits of the
facility to independently assess the site environmental performance. In 2010, the
Agency conducted the following site audits and inspections:
Date Detail of Agency Inspection/Audit
30th June 2010
Site Inspection Completed by Site Agency Inspector (Announced).
11 observations noted.
As part of this inspection, the site also participated in an assessment
regarding the European Commission IPPC Directive
Implementation, conducted by Entec.
01st December 2010 Site Inspection by Agency Inspector from the Licensing Division
(Scheduled). 3 observations noted.
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3.0 RESOURCE CONSUMPTION
3.1 ELECTRICITY CONSUMPTION Millipore’s electricity requirements are provided through the national grid and also
from a combined heat and power plant (CHP), which is operated onsite in association
with Bord Gais. The main electricity requirements onsite comprise plant equipment,
utilities, heating, ventilation and air conditioning (HVAC), lighting, compressors,
process, office and other site use. Millipore continually strives for improved energy
efficiency. Table 3.1 provides an overview of electricity data for 2010. Figure 3.1
demonstrates the improvement in energy efficiencies onsite in 2010.
Table 3.1 - Overview of Electricity Consumption for 2010
Energy 2009 2010
Electricity (MwH) 17,205 19,065
Figure 3.1 – Trending of Electricity Consumption
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Electricity Consumption vs Production Volume (1996 - 2010)
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000
35,000,000
40,000,000
45,000,000
50,000,000
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
Year
Vol
ume
0
5,000
10,000
15,000
20,000
25,000
Ele
ctri
city
Usa
ge M
Wh
Volume Total Electricity MWh
3.2 NATURAL GAS CONSUMPTION Millipore operates two natural gas driven boilers, these serve to meet the heating
requirements of the facility. The combined heat and power plant also uses natural gas
as a fuel source. Millipore continually strives for improved energy efficiency. Table
3.2 provides an overview of natural gas data for 2010. Figure 3.2 demonstrates the
improvement in energy efficiencies onsite in 2010.
Table 3.2 - Overview of Natural Gas Consumption for 2010
Energy 2009 2010
Natural Gas 21,816 26,113
Figure 3.2 – Trending of Gas Consumption
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Gas Consumption vs Production Volume (1996 - 2010)
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000
35,000,000
40,000,000
45,000,000
50,000,000
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
Year
Vol
ume
0
5,000
10,000
15,000
20,000
25,000
30,000
Gas
Usa
ge M
Wh
Volume Total Gas MWh
3.3 WATER CONSUMPTION Water is required at the Millipore facility for production, utilities and site
laboratories, canteen and support activities. Water is provided by the local authority
mains water supply. Table 3.3 provides an overview of water consumption data for
2010. Figure 3.3 demonstrates the trend in water use vs. production onsite in 2010.
Table 3.3 - Overview of Water Consumption for 2008
Resource 2009 2010
Water (m3) 96,304 111,892
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Figure 3.3 – Trending of Water Consumption
Water Consumption vs Production Volume (1996 - 2010)
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000
35,000,000
40,000,000
45,000,000
50,000,000
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
Year
Vol
ume
0
20,000
40,000
60,000
80,000
100,000
120,000
Wat
er U
sage
m3
Volume Total Water m3
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4.0 ENVIRONMENTAL INCIDENTS & COMPLAINTS
4.1 ENVIRONMENTAL INCIDENTS As part of the Millipore EHS Management System, all environmental incidents are
recorded and reported in accordance with the requirements of the IPPC licence.
Table 4.1 provides an overview of all reportable incidents to the Agency in 2010.
Table 4.1 Overview of Environmental Incidents 2010
Reference
No. Date
Incident Ref.
No. Details of Incident
EPA
Notification
01 17/02/2010 10-0259 Bypass of A1-8 and exceedences of
ELVs. Yes - 17/02/2010
02 26/04/2010 10-0727 Bypass of A1-8 and exceedences of
ELVs. Yes - 27/04/2010
03 30/04/2010 10-0763 Malfunctioning continuous online
sampler at SE1 Yes - 04/05/2010
04 16/06/2010 10-1175 Bypass of A1-8 and exceedences of
ELVs. Yes - 16/06/2010
05 13/08/2010 10-1568 IC1 Inprocess Test Bench Sink Outlet Yes – 13/08/2010
06 09/06/2010 10-1112 High SS in SE5 Yes – 09/06/2010
All incidents were immediately followup accordingly, with corrective actions, root
cause investigations and appropriate preventative actions. Full details are available
on site files and have been reported to the regulatory authorities as appropriate.
4.2 ENVIRONMENTAL COMPLAINTS As part of the Millipore EHS Management System, all environmental complaints are
recorded and reported in accordance with the requirements of the IPPC licence.
Table 4.2 provides an overview of all complaints received by the site in 2010:
Table 4.1 Overview of Environmental Complaints 2010
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Reference
No. Date
Incident Ref.
No. Details of Complaint
EPA
Notification
01 25/06/2010 10-01260 Odour Complaint at the N25 Yes – 25/06/2010
The complaint was immediately follow-up accordingly, with corrective actions, root
cause investigations and appropriate preventative actions. Full details are available
on site files and have been reported to the regulatory authorities as appropriate.
4.3 AER SUMMARY DATA TABLE Emissions and Waste Transfers Data for the 2010 reporting year as included in the
Pollutant Release and Transfer Register (PRTR) were uploaded by Millipore into the
web-based reporting system. This PRTR was submitted electronically to the Agency
as part of this submission on 01st April 2011.
A hard copy of the PRTR report is also included in Appendix III.
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5.0 MANAGEMENT OF THE ACTIVITY
5.1 INTRODUCTION An Environmental Management System (EMS) required under Condition 2 of the
operating IPPC licence, facilitates the management of the environmental impact of
site activities, implementation of environmental legislative requirements and site
business needs.
The Safety, Environmental and Quality Management systems were incorporated into
one Operations Management System for the site until 2010 when a decision was made
to create separate Quality and Environmental, Health & Safety Management Systems.
The new EHS Management System is an all encompassing EHS Management system
for Cork Operations, incorporating environmental, health and safety requirements,
which provides the framework and systems for IPPC licence and Seveso compliance
and facilitate successful recertification to ISO14000 and OSHAS 18000.
An overview of the company management organisation structure and the
Environment, Health and Safety department organization structure is illustrated
below.
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Figure 5.1 Overview of EHS Management Structure
EHS Manager
H&S Manager
EHSEngineer
EHS Engineer
EHS Engineer
EHS Engineer
OccupationalHealthNurse
EnvironmentTechnician
WWTP Technician
WWTP Technician
EHSEngineer
5.2 ENVIRONMENTAL OBJECTIVES & TARGETS A report on the Environmental Management Programme for 2010 and progress on
same is provided in Appendix IV which forms the Environmental Management
Programme Report for the period 01st January 2010 to 31st December 2010.
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EMP FOR 2011 The proposed Environmental Management Programme for 2011, as required under
Condition 2.2.2.3 and Objectives and Targets as required under Condition 2.2.2.2 of
the IPPCL are detailed in Appendix V – Environmental Management Programme
2011.
5.3 POLLUTANT RELEASE AND TRANSFER REGISTER
5.3.1 Pollutant Release and Transfer Register for 2010
In accordance with IPPC licence Condition 6.15, Millipore has prepared a Pollution
Release and Transfer Register for the site. The PRTR has been prepared in accordance
with the relevant guidelines issued by the Agency and has been submitted
electronically in the specified format as part of the AER. A copy of the PRTR is
provided in Appendix III.
Having referenced EC Regulation 166/2006, the only substance used at Millipore
which is listed in Annex II is NMVOCs. However, the quantity released to
atmosphere falls below the threshold of 100,000 kg/year and has not been reported
for 2010.
Millipore transfers in excess of 2 tonnes of hazardous waste per year beyond the
boundaries of its facility and the quantities for 2010 are reported in the PRTR. All
data is expressed in tonnes/year and with three significant digits. Millipore has also
reported the licensed emissions from its site for 2010 in the PRTR.
5.3.2 Pollutant Release and Transfer Register Millipore will prepare a Pollution Release and Transfer Register for the site for 2011.
Data relating to NMVOCs (and any new chemical listed in Annex II) will be gathered
for the PRTR and compared to the relevant thresholds in the Regulation. Millipore
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will report any releases to air, water and land of any pollutant specified in Annex II
for which the applicable threshold value specified in Annex II have been exceeded.
For 2011, Millipore will report all licensed emissions and transfers of hazardous and
non-hazardous waste from its facility in the PRTR.
5.4 SOLVENT MASS BALANCE & SOLVENT MANAGEMENT PLAN
In accordance with IPPC licence Condition 6.8.4, Millipore has prepared a Solvent
Management Plan for the site. The solvent management plan was prepared in
accordance with the Emission of Volatile Organic Compounds from Organic Solvents
Regulations. The report is located in Appendix VI. The report examines six solvents
on site: DMAc, methanol, acetone, ethanol, butanol and N Methyl-2-Pyrrolidinone
(NMP).
Condition 6.8.1 of the Millipore IPPC license requires that ‘fugitive emission values shall
not exceed 5% of solvent input’. In 2010, fugitive emissions accounted for only 1.21 % of
input.
Millipore Ireland uses DMAc which carries the R61 risk phrase. Under condition
6.8.2, such substances should be replaced. However, in Millipore’s case this is not
currently possible. DMAc on site is a base solvent for the membrane manufacturing
process and is core to the Millipore manufacturing activity. At this stage there is no
programme in place to replace this solvent as this change would require a whole new
reformulation of the membrane product as well as total revalidation of the process
which would be a huge undertaking. Longer term, the Millipore strategy is to replace
all Durapore membrane products on the market with PES membranes, the
manufacture of which does not require the use of DMAc. DMAc is used on site
having regard to all applicable Health and Safety legislation to ensure there is no
health risk to employees or the public.
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6.0 LICENCE SPECIFIC REPORTS
6.1 NOISE 6.1.1 Introduction In accordance with Condition 6.14 of the IPPC license an environmental noise survey
was carried out at Millipore site on the 9th – 10th December 2010. This survey was
conducted in accordance with the requirements of the:
• EPA Environmental Noise Survey Guidance Document (2003)
• EPA Guidance for Noise in Relation to Scheduled Activities (2006)
• ISO 1996 Description and measurement of environmental noise
Condition 4.5 and Schedule B4 of the licence assigns a noise limit of 55dB(A) by day
and 45 dB(A) by night at the nearest noise sensitive locations (Leq 30 minutes). Appendix
VII contains a copy of the Noise Survey for 2010.
Night-time noise levels were above the EPA scheduled limit of LAeq
45dB (A) on both
occasions. It was observed that elevated the LAeq
noise levels (which takes account of
all noise sources and then deduces an averages level) was dominated by two constant
traffic sources within an immediate proximity to Tullagreine House.
However, if the LA10
values are assessed against the LAeq
values; a difference of only
~2dB is observed. Therefore LA10,
which is a measure of locally generated noise i.e. the
higher noise levels present in the ambient noise, seems to greatly effect the average
noise environment (LAeq
). LA10
can be used as a measure of traffic as traffic is the
generated locally.
This indicates that Millipore’s nighttime operations (which can be considered
background noise) can be considered low in terms of its influence over the average
ambient noise environment (LAeq
) at the noise sensitive receptor.
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Daytime noise levels ranged from LAeq
60.5 - 55.8dB (A). The noise environment was
again primarily influenced by the N25 and Cobh Road. Plant noise was periodically
audible during lulls in traffic. Plant noise when audible was considered steady state.
Daytime noise levels were above the EPA scheduled limit of 55dB (A) on both
occasions. Again both the LAeq
and LA10
values show similar values with a variation of
~2dB. Therefore traffic was concluded to be the dominant noise source in the ambient
noise environment.
The noise sensitive location of the house and NSL 1 is subject to the IPPC noise limits.
Boundary positions are not subject to limits. Table 6.1 outlines the noise levels
identified from the Millipore site:
Table 6.1 - Noise Survey Results
Ambient Noise Day Time (dB (A)
LAeq 30mins)
Ambient Noise Night Time (dB(A) LAeq
30mins)
Ambient Noise Day Time
(dB (A) LA10
30mins)
Ambient Noise Night Time
(dB(A) LA10
30mins)
Description
2009 2010 2009 2010 2010 2010
Nearest House <49 N/A 43 N/A N/A N/A
NSL 1 (Result 1) N/A 60.5 N/A 50.3 62.2 52.9
NSL 1 (Result 2) N/A 55.8 N/A 50.7 56.7 52.8
Location A – Western Boundary
<53 54.3 47 52.3 55.1 53.5
Location B –Western Boundary
<55 55.4 51 52.5 56.8 54.2
Location C– Southern Boundary
53 55.7 46 51.1 56.7 52.8
Location D – Facing Canteen
<52 54.9 <45 51.1 56.7 52.7
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Location E – Northern Boundary
<60 62.5 54 60.0 63.8 60.7
Location F – Northern Boundary
60 66.0 56 56.7 66.7 59.8
Location G – Eastern Boundary
<49 54.7 45 53.0 56.7 55.5
6.2 TESTING OF UNDERGROUND TANKS, PIPELINES & BUNDS 6.2.1 Introduction In accordance with IPPC license condition 6.11, the integrity and water tightness of all
underground pipes, tanks, bunding structures and their resistance to penetration by
water or other materials carried or stored therein shall be tested. The testing shall be
carried out at least once every three years.
Millipore undertook an extensive underground structure review programme in
December 2009. The comprehensive programme included a review and
inspection/test of all fixed/temporary bunds, underground tanks/sumps and
underground pipelines by a chartered engineer. The proposed scope of works and
programme detail was submitted to the EPA on the 29th Sep 2009 and commenced
formally onsite in December 2009. The programme has been ongoing since this time,
and to date this programme is 90% complete and on completion will be submitted to
the EPA in the form of a full report. This will be completed in 2011.
6.3 GROUNDWATER MONITORING 6.3.1 Introduction In accordance with Schedule C6 of the IPPC licence, ERM were commissioned to
complete groundwater monitoring at the Millipore facility in 2010. Ground water
monitoring was completed at all five licensed monitoring points in October 2010.
Orthophosphate, sodium, chloride and potassium were detected at concentrations
above the IGV criteria. The orthophosphate results are consistent across the site and
are believed to be representative of the aquifer in this area.
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Potassium is elevated in the site monitoring wells but not the background monitoring
wells. The potassium may be as a result of localised geological conditions or the use
of fertilisers in the area.
AGW5 has historically shown elevated sodium and chloride levels since it was first
installed in 2003. The reported related to the installation of the boreholes on site
indicates clean beach sands were encountered at the base of this borehole which may
signify an ancient raised beach at this location and may result in sea water
contributing to the groundwater regime at this location. This would explain the
elevated sodium, chloride and conductivity readings at this location. In addition, due
to the extreme weather conditions in Q4 2009 and Q1 2010, the site used salt as a
deicing agent to ensure safety of site personnel and vehicles. AGW5 is adjacent to the
main access roadway into the site and therefore this activity may have resulted in an
impact. It should also be noted that the receptor of concern, the Slatty Water, will be
saline. It is therefore considered the groundwater from the site is unlikely to represent
a significant risk to the Slatty water.
ERM were also commissioned in 2010 to complete quarterly groundwater monitoring
at additional monitoring locations, provide a status of groundwater quality onsite
following spill incidents onsite in 2008 and assess effectiveness of associated
remediation works.
Based on the Q4 2010 groundwater monitoring results, ERM concludes that previous
contaminants ethanol and butanol from 2008 were below laboratory detection limits.
Acetone was only detected in two monitoring points: SB4 and SB8. The concentration
in SB4 was below the US EPA value. The concentration in SB8 of was slightly above
the US EPA value of 1.5mg/l showing an increase from Q3 (concentration of 0.3mg/l
in Q3), but still well below the concentration of 36mg/l detected in the Q2 monitoring
round. IPA was detected in SB4 and SB8. These concentrations are below the Dutch
Intervention Value (DIV).
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Five of the nine results for COD were below the laboratory detection limit of 7mg/l.
Three of the remaining five samples were below 100mg/l, the limit specified in the
IPPC licence for surface water discharge for the site. The remaining samples, SB2 and
SB8, had concentrations of 223mg/l and 1,842mg/l respectively.
ERM note that COD levels within the monitoring wells also show a marked
improvement. Results for COD are all below 100mg/l, the limit specified in the IPPC
licence for surface water discharge for the site with the exception of SB2 and SB8.
ERM conclude that SB8 remains the sampling location with the highest number of
detections. The well at this location exhibits low recharge which is thought to reflect a
discontinuous perched water unit. This limits the potential for the lateral migration of
any impacted waters. This is supported by the absence of these compounds in
samples taken from the adjacent (SB7, less than 10m from SB8) and down gradient
monitoring wells (SB5). ERM recommend continued sampling of SB8 and wells in the
vicinity of this location (SB2, SB4 and SB7) and downgradient (SB5) to establish the
trend over time.
ERM Groundwater Reports are included in Appendix VIII.
6.4 ENERGY EFFICIENCY 6.4.1 Introduction In accordance with Condition 7.1 of the IPPC license Millipore commissioned an
internal source in the Millipore Corporation to complete an Energy Audit of site
operations in Quarter 1, 2010. The goal of this Energy Audit was to identify 3,000,000
kWh of energy efficiency measures (EEMs) at the Cork, Ireland facility in order to
propose an energy action plan specific to the Cork facility and ultimately reduce the
consumption of non-renewable resources. The audit comprised a detailed site survey
and analysis of historical site data from the utility provider (Dalkia) in order to set a
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Page 47 of 62 Version 1.0
baseline for utility use at the Cork facility. Electrical and natural gas usage data spans
from January 2006 to March 2010.
Following completion of the audit, Millipore Corporation issued a comprehensive
report on findings and proposed energy efficient measures, greenhouse gas emissions
savings and cost saving opportunities. The report from this energy audit is provided
within Appendix IX.
The proposed Energy Efficiencies from the report were identified in the following
systems, which will be progressed as part of site improvement programmes over
forthcoming years:
� Lighting
� Compressed Air
� Boilers
� Chillers
6.5 RESOURCE & MATERIALS EFFICIENCY 6.5.1 Introduction In accordance with IPPC licence Condition 7.4, Millipore prepared a Resource
Efficiency Report which was submitted with the 2007 AER. This report outlined the
programmes in place to increase process efficiency and raw materials consumption
and reduce waste. Programmes which impact this issue include the Lean Six Sigma
Process, Sustainability Initiative as well as the Waste and Energy Management
Programmes. Findings from the report and improvement opportunities have been
included in the Environmental Management Programme for 2010.
6.6 WATER EFFICIENCY
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Page 48 of 62 Version 1.0
6.6.1 Introduction
In accordance with IPPC licence Condition 7.3 of the IPPC licence, Millipore prepared
a report on progress made and proposals being developed to reduce water demand and
the volume of trade effluent discharge. This report was included in the 2007 AER.
6.7 ENVIRONMENTAL LIABILITIES RISK ASSESSMENT 6.7.1 Introduction In accordance with Condition 12 of the IPPC licence, Millipore commissioned external
consultants, ERM to complete a full Environmental Liabilities Risk Assessment in
February 2010. This was then independently reviewed by external consultants
Environet Solutions in March 2011, for formal submission as part of this AER. The
ERM & Environet Solutions report is provided in Appendix X.
Based on the costs identified within the Environmental Liabilities Risk Assessment,
ERM recommend that the worst case scenario cost identified in this assessment,
including immediate response costs, clean up and long term monitoring is estimated
to be �1,000,000, revised to �897,500 by Environet Solutions as part of the 2011
Review.
Millipore currently hold insurance policies, however the site are currently
investigating the options to provide supplementary financial provision through other
means. Confirmation on this financial provision will be forwarded to the EPA shortly.
6.8 DECOMMISSIONING MANAGEMENT PLAN 6.8.1 Introduction In accordance with Condition 10 of the IPPC licence, Millipore commissioned ERM to
complete a full Residuals Management Plan in February 2010. This was then
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Page 49 of 62 Version 1.0
independently reviewed by external consultants Environet Solutions in March 2011,
for formal submission as part of this AER. The ERM & Environet Solutions report is
provided in Appendix XI.
Following completion of the Residuals Management Plan, ERM has identified that the
cost associated with the Closure of the site has been estimated as �900,000. This cost
remains valid and has not been revised by Environet Solutions as part of the 2011
Review.
Millipore currently hold insurance policies, however the site are currently
investigating the options to provide supplementary financial provision through other
means. Confirmation on this financial provision will be forwarded to the EPA shortly.
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix I
Toxicity Reports
Sheet no. 1 of 5 sheets
CONFIDENTIAL REPORT
This report relates only to the sample(s) tested.
Client: Title:
Millipore Ireland Ltd Respirometry Test - Inhibition of
Tullagreen oxygen consumption by activated
Carrigtwohill sludge.
Co Cork (IPPC Licence Reg. No P0571-03)
Attn: Lorena Gordillo
Job Ref. D082 Report by: Joe McNamee, MSc
Date Sample Received: 10th August 2010
Purchase Order No.: N3041401
Copies to: Date Reported: 16th August 2010.
Client work - terms and conditions of acceptance
1. Reports issued by Enterprise Environmental are copyright to Enterprise Environmental and shall not be used, either in whole or in part, for
the purposes of advertising, publicity or litigation without the prior written consent of Enterprise Environmental.
2. All reports shall only be reproduced in full.
3. All samples received for testing or laboratory work are considered perishable and shall be disposed of or returned to the client one week after
the date of the final report unless instructions to the contrary have been notified to Enterprise Environmental by the client within the said
one week period.
4. Payment for work carried out shall be in accordance with the terms and conditions stated on Enterprise Environmental invoices.
5. No action or legal proceeding shall be taken (except in the case of wilful neglect or default) against Enterprise Environmental by reason of
or arising out of the carrying out of any research, investigation, test or analysis or the publication of the results thereof in the name of
Enterprise Environmental.
6. Enterprise Environmental will not release any information received from or provided to the client in relation to this report except as may be
required by law or as specified by the client.
7. The laws of Ireland shall apply.
Enterprise Environmental
Unit 1D
M4 Interchange Park
Celbridge
Co Kildare
Business Registration No. 321939
EEEEnterprise EEEEnvironmental “a specialist environmental monitoring service”
Contact: Phone: 01 6279935, Mob: 087 6488690, Fax: 01 6279935, Email: josephmcnamee@eircom.net
Millipore Ireland Ltd, - IPPC Reg. No. P0571-03 - August 2010
Job No: D082 Report By: Enterprise Environmental Page 2 of 5
Introduction Enterprise Environmental was requested by Millipore Ireland Ltd, to carry out Respirometry testing
on a sample of trade effluent arising from their manufacturing operation in Tullagreen,
Carrigtwohill, Co. Cork. The company have been issued with an Integrated Pollution Prevention &
Control Licence (Register No. P0571-03) by the Environmental Protection Agency which permits
the discharge of their trade effluent to the Local Authority foul sewer. The sewer is connected to
the nearby municipal waste water treatment plant in Carrigtwohill which provides full biological
treatment of the trade effluent in admixture with domestic sewage using an activated sludge
process. Schedule C.3.2 of the Licence requires an annual Respirometry test to be carried out on
the emissions to the sewer at SE1.
A representative sample of trade effluent was collected by Enterprise Environmental on the 10th of
August 2010 and tested using a Respirometry test based on an International Organisation for
Standardisation test method (EN ISO 8192:2007). This ISO test specifies a method for assessing
the inhibitory effect of a test material or wastewater on the oxygen consumption (respiration rate) of
activated sludge micro-organisms. It provides information on inhibitory or stimulatory effects after
short term exposure (up to 180 minutes) of the test sample on the activated sludge micro-organisms.
The test is intended to represent conditions in a biological wastewater treatment plant and was
carried out on the sample using activated sludge from Carrigtwohill municipal wastewater treatment
plant.
Test Principle In the presence of easily biodegradable substances, activated sludge consumes oxygen at a higher
rate than in their absence, depending on, among other factors, the concentration of micro-organisms
present. The addition of a toxic concentration of a test material will result in a decrease in the
oxygen consumption rate. The test uses a volumetric Respirometer to continually measure and
record the oxygen consumption rate (respiration rate) of the activated sludge at a fixed mixed liquor
suspended solids concentration. The sludge is fed with a non toxic, biodegradable substrate
(control) and the oxygen consumption rate is compared to sludge fed with the control substrate plus
the test sample. In the event that the oxygen consumption rate of the test is lower than the control
this indicates biological inhibition/toxicity. The percent inhibition of the oxygen consumption is
calculated after a stipulated time (180 minutes) by comparing the oxygen consumption rate of the
control sample (OECD synthetic sewage)(1) with the oxygen consumption rate of the sample
containing test material. This test is repeated for a range of test sample concentrations to enable an
inhibition curve to be calculated.
The sensitivity of the activated sludge can be checked using a reference substance,
3,5-dichlorophenol. This substance has an EC50 toxicity value in the range of 2 to 25 mg/l when
tested against a nitrifying municipal activated sludge and a value of 5 to 40 mg/l when tested
against a non nitrifying sludge. When the same sludge source is regularly used its sensitivity only
needs to be checked intermittently and when a different source is used its sensitivity should be
checked for each series of tests where possible.
(1) OECD synthetic sewage Standard synthetic sewage as defined by the Organisation for Economic Co-Operation
and Development made up at 100 fold strength. Its composition is:
Peptone 16g
Meat extract 11 g
Urea 3 g
Sodium chloride 0.7 g
Calcium chloride dihydrate 0.4 g
Magnesium sulphate heptahydrate 0.2 g
Dipotassium hydrogen phosphate 2.8 g
Water to 1000 ml
Millipore Ireland Ltd, - IPPC Reg. No. P0571-03 - August 2010
Job No: D082 Report By: Enterprise Environmental Page 3 of 5
Test Method The test was carried out in accordance with EN ISO 8192:2007. The only deviation from the test
method involved the use of an automatic volumetric respirometer to continually measure and record
the oxygen consumption rate instead of a one off reading using a dissolved oxygen meter. A state of
the art Arthur Bench Respirometer was used. This utilises a 1 litre sample chamber and an air uplift
column to provide aeration and mixing which simulates the aeration basin of a full scale activated
sludge treatment plant.
Test Conditions
Test Sample: Millipore Ireland Ltd, Trade effluent, 24 h composite sample
at SE1, 9th to 10
th of August 2010.
Activated Sludge Source: Carrigtwohill (upper basin) sludge collected on the 10/08/10
Pre-treatment of sludge: Allowed settle for approx 30 minutes and the supernatant
decanted to increase the MLSS concentration. Aerated at 22 oC until used in the test. The sludge was screened for
nitrification and found to be nitrifying.
pH of Sludge: 7.1
pH of test sample: 7.0
Suspended Solids concentration of
Activated Sludge in test chamber: 1,500 mg/l
Test Duration: 180 minutes
Test Temperature: 22 oC
Test Date: 11th August 2010
Definitions
EC50 The effective concentration (0 to 100 % v/v or mg/l) of the test sample giving a calculated or
interpolated inhibition of oxygen consumption of 50 % as compared to a blank control.
Toxic Unit. An alternative means of expressing effluent toxicity (0 to 100 % v/v only) as a function of the
undiluted sample. This is known as the Toxic Unit and is defined as 100/ EC50.
Inhibition Threshold. The effective concentration (0 to 100 % v/v or mg/l) of the test sample giving a
calculated or interpolated inhibition of oxygen consumption of zero as compared to a blank control.
Millipore Ireland Ltd, - IPPC Reg. No. P0571-03 - August 2010
Job No: D082 Report By: Enterprise Environmental Page 4 of 5
Results
Sludge Sensitivity Reference Test (Carrigtwohill activated sludge of the 10th August 2010)
This test assesses the suitability of the activated sludge for the ISO8192:2007 test. The 180 min
EC50 toxicity value of 3,5-dichlorophenol should be within the range of 2 to 25 mg/l (nitrifying
sludge).
Reference Substance Used: 3,5-dichlorophenol.
Date tested: 11th August 2010
Result of Sludge Sensitivity Test:
180 min EC50 toxicity value: 20 to 30 mg/l (see inhibition Chart No. 1)
As this value was within the normal range (2 to 25 mg/l) for nitrifying municipal activated
sludge the sludge was suitable for testing purposes
R² = 0.956
0
10
20
30
40
50
60
70
80
90
100
110
0.1 1 10 100
Inhibition %
3,5-Dichlorophenol concentration mg/l
Test for Inhibition of Oxygen Consumption by Activated Sludge. 1Chart .minute test180 , 2007: 8192 ISO Test Method Reference: EN
10/08/10Sludge Sensitivity Test: Carrigtwohill A/S of
Inhibition Threshold
1 to 2 mg/l
EC50 20 to30 mg/l
Millipore Ireland Ltd, - IPPC Reg. No. P0571-03 - August 2010
Job No: D082 Report By: Enterprise Environmental Page 5 of 5
Sample Test
(Millipore Ireland Ltd, Trade effluent, 24 h composite sample at SE1, 9th to 10
th of August 2010).
The sample was tested in duplicate at a sample concentration of 50 % v/v (500 ml of test sample
made up to 1 litre with activated sludge). No inhibition was found after 180 minutes.
The results are presented in the table below and the Respiration chart for the control and the test
sample (in duplicate) is presented in Chart 2. The Chart shows the respiration rate of the test
sample to be a little higher than the control indicating biodegradation of the test sample by the
acclimated microbes in the activated sludge.
Result of Sample Test:
Summary. The results indicate that the Millipore Ireland Ltd, trade effluent sample at SE1 exhibited no acute
biological inhibition/toxicity to a mixed microbial population, including nitrifying organisms in
Carrigtwohill activated sludge at up to 50 % v/v concentration in the sludge.
EC50 toxicity value (180 minute) : Greater than 50 % concentration v/v
Toxic Unit value (180 minute) : Less than 2 TU
Inhibition Threshold (180 minute) : Greater than 50% concentration v/v
0
10
20
30
40
50
60
70
80
90
100
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
Slu
dg
e R
esp
ira
tio
n R
ate
(ml
ox
yg
en
/l/
h)
Time (min)
Respirometry Chart, Millipore Ireland Ltd, 2Chart
Trade Effluent, Comp sample (SE1) 9th to 10th Aug 2010
Red line = Control, 32 ml synthetic sewage only, (100 fold strength) in 1000 ml of activated sludge
Blue line (duplicate) = Test, 500 ml of Millipore Ireland Ltd, trade effluent composite sample at SE1, 9th to 10th of Aug 2010 +
32 ml synthetic sewage (100 fold strength) in 1000 ml of activated sludge
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix II
Waste Management Record
Jan Feb Mar Apr May Jun July Aug Sept Oct Nov Dec Total
General Waste Offices,All production departments
Non-hazardous 20-03-07 Yes 18640 24240 0 0 0 0 0 0 0 0 0 0 42880 Greenstar CK-WMC-323/05 Cork County Council Greenstar,Glanmire, Co. Cork 136-2 EPA Knockharley Landfill, Naven 146-1 EPA
General Waste Offices,All production departments
Non-hazardous 20-03-07 Yes 0 0 25080 32380 15760 25600 20840 15147 22275 18468 19760 17180 212490 Greenstar CK -WMC-323/05 Cork County Council Greenstar,Glanmire, Co. Cork 136-2 EPABallynagran Landfill, County
Wicklow 165-1 EPA
General Waste Canteen Non-hazardous 20-03-01 Yes 2440 2480 0 0 0 0 0 0 0 0 0 0 4920 Greenstar CK-WMC-323/05 Cork County Council Greenstar,Glanmire, Co. Cork 136-2 EPA Knockharley Landfill, Naven 146-1 EPA
General Waste Canteen Non-hazardous 20-03-01 Yes 0 0 2620 3290 2680 2351 2612 1106 806 2067 1949 1329 20810 Greenstar CK-WMC-323/05 Cork County Council Greenstar,Glanmire, Co. Cork 136-2 EPABallynagran Landfill, County
Wicklow 165-1 EPA
Food Waste Canteen Non-hazardous 20-01-08 Yes 0 0 0 0 0 0 800 800 800 800 800 800 4800 Greenstar CK-WMC-323/05 Cork County Council Greenstar,Glanmire, Co. Cork 136-2 EPAMilltown Composting Systems
Ltd. County Tipperary.WP 019 02
South Tipperary County Council
Plastic Millex 25,Cleanroom 3 Non-hazardous 15-01-02 Yes 1790 8550 3340 10080 2470 3890 2195 3460 2880 3780 4100 3009 49544 Tarrants WCP-CK-08-0588-01 Cork County Council Glyntown, Glanmire.Co. Cork WFP-CK-10-0047-02 Cork County Council Asian Eagle,Little Island,Cork. CKS 552/08 Cork County Council
Cardboard Cleanroom3,Millex 25,Durapore
Non-hazardous 15-01-01 Yes 4900 11220 8620 8820 12780 10024 4900 7644 8560 9348 11172 9996 107984 Tarrants WCP-CK-08-0588-01 Cork County Council Glyntown, Glanmire.Co. Cork WFP-CK-10-0047-02 Cork County Council
Xiamen Industrial Trading Company,
Huli,Xiangiu Road,
Xiamen,China.
SEPA Licence China
Annealing Paper Durapore Non-hazardous 20-01-01 Yes 10700 12100 16050 12450 11400 13900 9050 7350 14250 11450 9400 14150 142250 Tarrants WCP-CK-08-0588-01 Cork County Council Glyntown, Glanmire.Co. Cork WFP-CK-10-0047-02 Cork County CouncilPeute Papier Recycling
BV,Baanhoekweg 4,3313 La Dordrecht.
Permit No IreG004/08 Holland
P.E.T. Rolls Durapore Non-hazardous 20-01-39 Yes 4200 7600 10800 8200 5200 7600 7400 4600 17850 1600 15700 10800 101550 Tarrants WCP-CK-08-0588-01 Cork County Council Glyntown, Glanmire.Co. Cork WFP-CK-10-0047-02 Cork County Council Asian Eagle,Little Island,Cork. CKS 552/08 Cork County Council
Plastic Regrind Moulding Non-hazardous 20-01-39 Yes 1960 4740 2560 4850 1550 5010 1960 3760 5300 4000 6860 6284 48834 Tarrants WCP-CK-08-0588-01 Cork County Council Glyntown, Glanmire.Co. Cork WFP-CK-10-0047-02 Cork County Council Asian Eagle,Little Island,Cork. CKS 552/08 Cork County Council
Pallets Warehouse Non-hazardous 15-01-03 Yes 4750 8020 6000 6000 5620 9375 4875 5625 7500 5475 9375 5250 77865 Tarrants WCP-CK-08-0588-01 Cork County Council Glyntown, Glanmire.Co. Cork WFP-CK-10-0047-02 Cork County Council ErasEco,Youghal,Co.Cork WO 211-01 EPA
Cardboard Drums Durapore Non-hazardous 15-01-01 Yes 0 1820 0 1650 0 1400 0 0 0 1900 0 0 6770 Tarrants WCP-CK-08-0588-01 Cork County Council CTO, Whitegate,Co Cork WFP-CK-09-0018-01 Cork County Council CTO, Whitegate,Co Cork WFP-CK-0018-01 Cork County Council
Metal OP 2 Workshop,Facilities Non-hazardous 20-01-40 Yes 0 2140 0 900 3860 900 0 1800 7420 0 5420 960 23400 Cork Metal WCP-LK-08-589-01 Cork County Council Cork Metal, Cork CK (S) 491/07 Cork County Council Spain N/A Various facilities on file
Office Paper Offices, All production departments
Non-hazardous 20-01-01 Yes 0 980 1040 1120 1350 0 960 1100 0 1080 1140 1180 9950 Rehab CK-WMC-146/03 Cork City Council Bailey Waste, Dublin WFP-FG-08-0002-01 Fingal County Council UK N/A Various facilities on file
Sludge WWTP Non-hazardous 07-02-12 Yes 38680 27240 41200 33900 46420 46140 39580 36280 40040 49000 56280 22440 477200 Greenstar CK-WMC-323/05 Cork County Council Eras Eco,Youghal,Co. Cork W0211-01 EPARemondis Production
GmbH,Brunnenstr,Germany21/Fo/Tho-G61/93 Germany
Glass Bottles Labs,Canteen Non-hazardous 15-01-07 Yes 710 0 0 330 0 0 0 380 0 0 0 0 1420 Irohaul WCP-CK-09-0641-01 Cork County Council Rehab.Cork 03/07 Cork City Council Quinn Glass, Fermanagh NR112005561Northern Ireland
Environmental Agency
Soil&Stone Waste Area 51 Non-hazardous 17 05 04 0 0 0 0 0 0 0 0 7780000 0 0 0 7780000
Concrete Waste Area 51 Non-hazardous 17 01 01 0 0 0 0 0 0 0 0 0 789000 0 0 789000
Source
NON-HAZARDOUS WASTE MANAGEMENT REGISTER 2010
Waste DescriptionQuantity (kg)
EWC Code Ultimate DestinationIssuing AuthorityClassificationGreen List
WasteWaste Licence/Permit Issuing Authority
WASTE MANAGEMENT REGISTER
Waste TransporterWaste Collection
Permit Waste Disposal/Recovery Facility Waste Licence/PermitIssuing Authority
D1 N
D1 N
D1 N
D1 N
R N
R5 N
R3 N
R3 N
R5 N
R5 N
R3 N
R3 N
R4 N
R3 N
D10 N
R5 N
N
N
Reject consign. (Y/N)
Method of Recovery/Disposal
Jan Feb Mar Apr May Jun July Aug Sept Oct Nov Dec Total
Membrane with HPA / AMPS (hydroxypropylacrylate) 1 3261 8 II Durapore Hazardous 15 02 02* No 145 0 359 67 127 201 126 104 120 0 306 144 1699 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
HPA Gel 2 3265 8 II Durapore Hazardous 07 01 04* No 7509 0 8788 3215 5729 6738 3240 6797 5568 0 6970 0 54554 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
HV Filters 3 2926 4.1(6.1) II Durapore Hazardous 15 02 02* No 0 0 0 636 329 683 0 0 0 0 0 0 1648 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
GV Filters 4 3175 4.1 II Durapore Hazardous 15 02 02* No 1059 0 2060 0 81 112 641 412 693 440 646 0 6144 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
GV and HV Filters 5 2926 4.1 II Durapore Hazardous 15 02 02* No 65 0 454 354 80 0 0 0 340 0 363 606 2262 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
HV Lacquer 6 1992 3 (6.1) II Durapore Hazardous 07 01 04* No 0 0 1721 2747 412 1146 0 0 181 0 514 0 6721 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
GV Lacquer 7 1993 3 II Durapore Hazardous 07 01 04* No 1442 0 2219 149 184 780 2138 420 183 603 575 521 9214 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
GV and HV Lacquer 8 1992 3 (6.1) II Durapore Hazardous 07 01 04* No 0 0 273 1374 775 570 387 1141 1225 398 705 189 7037 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Methanol Feed Product 9 1992 3 II TBD Hazardous 07 01 04* No 1763 0 0 0 0 0 0 572 972 0 397 0 3704 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Acetone Feed Product 10 1993 3 II TBD Hazardous 07 01 04* No 0 0 2829 0 684 422 813 1099 0 0 1298 0 7145 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA FUEL R2 N
DMAC Waste 11 1992 3 (6.1) II TBD Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A R12/R1 N
GV Membrane Waste with acetone 12 1993 3 II Durapore Hazardous 07 01 04* No 0 0 0 0 72 275 231 393 311 467 159 203 2111 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
Waste COD Vials 13 2922 8 II WWTP Hazardous 16 05 07* No 0 0 8 0 18 0 0 0 15 0 0 22 63 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
Ink/Solvent Waste/ Sponges contaminated with MEK, THF 14 3175 4.1 II TBD Hazardous 15 02 02* No 0 0 529 139 252 359 218 149 503 104 291 0 2544 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
High Flow Final Lacquer- Butanol, Nitrocellulose 15 1993 3 II Aircast Hazardous 07 01 04* No 4944 0 8621 5263 3269 5242 3205 3282 7570 1655 7926 2904 53881 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
High Flow Filters 16 3175 4.1 II Aircast Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
High Flow Base Lacquer Mixture 17 1090 3 II Aircast Hazardous 07 01 04* No 0 0 182 230 0 0 0 0 0 0 0 0 412 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA FUEL R2 N
High Flow Ethanol 18 1170 3 II Aircast Hazardous 07 01 04* No 624 0 0 0 178 0 18 0 0 0 0 0 820 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
High Flow Acetone 19 1090 3 II Aircast Hazardous 07 01 04* No 0 0 182 0 0 0 0 0 0 0 0 0 182 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA FUEL R2 N
High Flow Butanol 20 1120 3 II Aircast Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Nitrocellulose Membrane 21 3270 4.1 II Aircast Hazardous 15 02 02* No 5025 0 5513 3810 3654 6073 2688 4773 4814 3267 4739 4108 48464 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
High Flow Solids Waste (Butanol, Ethanol) 22 3175 4.1 II Aircast Hazardous 15 02 02* No 777 0 745 270 382 673 416 418 690 185 885 485 5926 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
High Flow Sodium Azide 24 1687 6.1 II Aircast Hazardous 15 01 10* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Lab Glassware 25 3175 4.1 II TBD Hazardous 15 02 02* No 0 0 156 0 0 0 0 0 0 0 0 0 156 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
Moisture Meter Waste 26 1992 3,6.1 II TBD Hazardous 07 01 04* No 0 0 0 154 0 0 0 0 0 0 193 0 347 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Methanol/Water/Silvernitrate 27 1992 3,6.1 II TBD Hazardous 07 01 04* No 0 0 0 154 0 0 0 0 0 0 0 0 154 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Acetonitrile (Non Chlorinated Solvent) Waste 28 1648 3 II TBD Hazardous 07 01 04* No 0 0 0 228 0 224 0 0 0 0 193 0 645 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
0 0 3228 0 0 0 0 0 0 0 0 0 3228 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA R1 N
0 0 0 0 0 5248 0 0 5342 0 0 5889 16479 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Waste Ammonia Vials 30 2672 8 II WWTP Hazardous 16 05 06* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NPrinting Ink 31 1210 3 II Site Hazardous 20 01 27* No 0 0 140 0 0 276 0 0 107 0 44 0 567 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Waste Fluorescent Tubes 32 NR - II Site Hazardous 20 01 21* No 0 0 0 180 0 0 367 0 0 0 0 0 547 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA WEEE RYC (KMK) R4 NWaste Electronic Equipment 33 NR - II Site Hazardous 16 02 13* No 0 0 308 0 327 128 0 0 0 0 0 0 763 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA WEEE RYC (KMK) R13 N
Waste Aerosols 34 1950 2.1 II Site Hazardous 15 01 10* No 0 0 24 0 18 0 0 0 18 0 0 15 75 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NBiohazard waste 35 II Labs Hazardous 18 01 03* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NLaboratory smalls 36 2926 4.1 (6.1) II Labs Hazardous 07 05 13* No 0 0 179 612 73 122 0 303 73 397 151 0 1910 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 NWaste cooking oil 37 NR II Canteen Hazardous 20 01 25* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Pallet Waste 38 NR II SIte Hazardous 15 01 03* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NWaste PET rolls 40 NR II Durapore Hazardous 20 01 39* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Waste needles from Steritest 41 NR II TBD Hazardous 07 05 13* No 0 0 99 0 0 0 86 0 0 0 0 0 185 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NMultiscreen Waste 55 NR - II Cleanroom 3 Hazardous 07 05 13* No 0 0 293 68 0 0 75 60 72 0 316 78 962 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 N
Waste PEI 57 NR-HM II TBD Hazardous 07 01 04* No 0 0 0 0 0 0 9 0 0 0 0 0 9 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 NMEK/ CTMD STERITEST 60 1993 3 II TBD Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Rags cont with Hydraulic Oil 61 NR-HM II TBD Hazardous 15 02 02* No 0 0 65 0 0 0 33 0 0 0 0 0 98 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 NWaste Trichloroacetic acid soln 65 3265 8 II TBD Hazardous 20 01 14* No 0 0 10 0 0 0 0 0 0 0 0 0 10 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
GC Solvent Waste 70 1992 3.6.1 II Durapore Hazardous 07 01 04* No 0 0 0 154 0 0 0 0 0 0 0 0 154 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 NWaste Cellfloc A-13 72 1760 II WWTP Hazardous 20 01 14* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Sodium Hydroxide Waste 30% 73 1760 II WWTP Hazardous 20 01 14* No 0 0 0 0 0 0 0 0 384 0 0 0 384 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NNitrocellulose 74 2556 4.1. II Aircast Hazardous 16 05 08* No 0 0 0 0 0 0 1256 420 0 0 0 0 1676 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Waste lubrication oil 75 NR - II Facilities/Site Hazardous 13 02 08* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NContaminated Multiscreen UF Plates 76 1759 8 II Cleanroom 3 Hazardous 20 01 14* No 0 0 24 0 45 0 0 0 60 0 0 0 129 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Liquid lab waste from Multiscreen 77 1719 8 II Cleanroom 3 Hazardous 06 02 05* No 0 0 0 0 11 0 0 0 0 0 0 0 11 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NMultiscreen EUDI plates 78 3175 4.1 II Cleanroom 3 Hazardous 07 05 13* No 0 0 327 139 153 216 156 173 151 0 241 0 1556 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 N
Ponceau S Solution 79 NR - II Labs Hazardous 07 01 04* No 0 0 18 0 0 0 0 0 0 0 0 0 18 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 NWaste from A2 Lab 80 1760 8 II A2 Lab Hazardous 20 01 14* No 0 0 120 0 0 0 0 0 0 0 0 0 120 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NWaste hydraulic oil 81 NR - II Site Hazardous 13 02 08* No 0 0 576 0 0 0 1056 0 388 848 0 0 2868 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ENVA D9 N
Waste Fumehood filters 82 3175 4.1 II Site Hazardous 15 02 02* No 0 0 0 0 0 0 60 0 0 0 0 0 60 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 NMicroactivator 83 1498 5.1 II TBD Hazardous 16 05 07* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NTEGDA Waste 84 NR - II IC2 Hazardous 07 01 04* No 0 0 286 185 0 0 0 0 0 0 0 0 471 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 NDMAc Waste 85 NR - II Durapore Hazardous 07 01 04* No 0 0 726 0 1547 401 180 0 0 0 1556 0 4410 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Electronic Equipment - Monitors 86 NR-HM - II Site Hazardous 20 01 35* No 0 0 196 0 0 169 0 0 0 0 252 0 617 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA WEEE RYC (KMK) R13 NCellfloc CE190 87 NR - II WWTP Hazardous 07 02 01* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Total Nitrogen- Hydroxide Vials 88 1492 5.1 II WWTP Hazardous 16 05 07* No 0 0 20 0 0 0 0 0 0 0 0 0 20 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NTotal Nitrogen- Acid Vials 89 1830 8 II WWTP Hazardous 16 05 07* No 0 0 40 0 34 0 0 0 33 0 0 45 152 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
Waste Blue dye containing IPA 90 1993 3 II TBD Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NNO-TOX Liquid Ink 92 1993 II TBD Hazardous 07 05 04* No 0 0 140 0 0 0 0 0 0 0 0 0 140 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Waste Irgacure 93 NR - II TBD Hazardous 07 05 13* No 0 0 0 30 0 0 0 0 0 0 0 0 30 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 NKymene Waste 94 NR - II TBD Hazardous 07 01 04* No 0 0 0 0 0 603 0 0 0 0 0 0 603 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Waste MEK in bottles 95 1193 II TBD Hazardous 07 01 04* No 0 0 55 0 0 0 0 0 0 0 0 0 55 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 NWaste Sodium Hypochlorite 96 1791 8 II TBD Hazardous 06 02 05* No 0 0 63 0 0 0 0 0 0 0 0 0 63 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
Ammonium Persulphate (AMPs) 97 1444 II TBD Hazardous 16 05 07* No 0 0 0 0 0 0 0 0 0 0 169 0 169 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NSpill Kit contaminated with Ethylene Glycol 101 NR - II TBD Hazardous 07 05 13* No 0 0 18 68 0 0 0 0 0 0 0 0 86 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 NSpill kit contaminated with aqueous solvent 102 3175 4.1 II TBD Hazardous 15 02 02* No 0 0 0 68 0 0 0 0 0 0 0 0 68 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
HiFlow Lacquer with Savinyl Black Dye 103 1992 3.6.1 II Aircast Hazardous 07 05 04* No 0 0 340 394 178 0 0 0 0 0 682 0 1594 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 NWaste Membrane with Savinyl Black Dye 104 2926 4.1 6.1 II Aircast Hazardous 15 02 02* No 0 0 0 545 0 0 0 0 0 0 334 0 879 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
0 0 614 168 180 658 0 0 451 0 1284 0 3355 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N0 0 0 261 0 0 0 0 0 0 0 0 261 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Acetone, acetonitrile, DMSO (with plastic) 106 1993 II TBD Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NWaste Ethanol and Nitrocellulose 107 1993 3 II TBD Hazardous 07 01 04* No 187 0 664 376 198 197 324 540 365 0 392 0 3243 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Cellulose acetate 108 II TBD Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NEthanol and Ntrocellulose with Savinyl Black Dye 109 1992 3 II Aircast Hazardous 07 05 04* No 0 0 0 0 184 158 0 328 0 0 0 0 670 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
PES, NMP, TEG Waste Lacquer 110 NR - II IC2 Hazardous 07 01 04* No 1504 0 1300 2500 118 570 0 2249 200 1530 2866 0 12837 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 NEmpty Butane Gas Aerosols 111 1011 2.1 II Site Hazardous 16 05 04* No 0 0 27 0 0 0 0 0 0 0 0 10 37 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Sodium Persulfate 112 1505 5.1 II TBD Hazardous 16 05 07* No 0 0 16 0 0 0 0 0 0 0 0 0 16 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NNMP 113 NR - II IC2 Hazardous 07 01 04* No 0 0 0 2606 0 0 0 0 0 0 0 0 2606 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Ethylene Glycol 114 NR - II TBD Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
NoII Durapore Hazardous 15 02 02*HV Membrane Waste with methanol & DMAc 105 2926 4.1 (6.1)
Durapore Hazardous 07 01 04* NoCationic Monomer 29 NR -
Millipore WC
HAZARDOUS WASTE MANAGEMENT REGISTER 2010 WASTE MANAGEMENT REGISTER
Waste Description Source Classification EWC CodeGreen List
Waste
Quantity (kg)Waste Transporter
Waste Collection Permit
Waste Disposal/Recovery Facility/ Ultimate Destination
Method of Recovery/Disposal
Reject consign. (Y/N)
Issuing Authority Waste Transfer Facility Waste Licence/Permit Issuing AuthorityUN No ClassPacking Group
II
Jan Feb Mar Apr May Jun July Aug Sept Oct Nov Dec Total
Millipore WC
HAZARDOUS WASTE MANAGEMENT REGISTER 2010 WASTE MANAGEMENT REGISTER
Waste Description Source Classification EWC CodeGreen List
Waste
Quantity (kg)Waste Transporter
Waste Collection Permit
Waste Disposal/Recovery Facility/ Ultimate Destination
Method of Recovery/Disposal
Reject consign. (Y/N)
Issuing Authority Waste Transfer Facility Waste Licence/Permit Issuing AuthorityUN No ClassPacking Group
SDBS 115 NR - II Aircast Hazardous 07 05 13* No 0 0 0 168 0 0 0 0 0 0 0 0 168 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 N
AER-O-LITE 3% COLD FOAM 116 NR - II Site Hazardous 07 01 01* No 0 0 0 0 296 0 0 0 0 0 0 0 296 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA FUEL R2 N
Absorbent contaminated with AER-O-LITE 3% FOAM 117 NR - II Site Hazardous 07 05 13* No 0 0 0 0 162 0 0 0 0 0 0 0 162 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 N
0 0 5 19 0 0 0 0 0 0 0 0 24 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA Veolia Fermoy D15/D10 N
0 0 48 18 0 0 0 0 0 0 0 0 66 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA Veolia Fermoy R13/R4 N
Loctite adhesive in tubes 119 1133 - II Site Hazardous 20 01 27* No 0 0 37 0 0 0 0 0 11 0 0 0 48 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R12/R1 N
Biological 120 NR - II Labs Hazardous 18 01 07* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Mercury from Chemistry lab 121 2809 8 II Chemistry Lab Hazardous 06 04 04* No 16 4 0 8 18 0 0 0 0 57 20 0 123 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA Irish Lamps D10 N
Waste PPE/empty bottles contaminated with Mercury 122 2811 II CPG Hazardous 16 05 07* No 15 0 0 0 35 0 0 0 38 0 15 0 103 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
CPG Dust Waste 123 NR - II CPG Hazardous 07 05 13* No 0 0 0 0 0 0 0 0 129 0 0 0 129 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
TEG Liquid Waste 124 NR - II IC2 Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NPES Filter Waste 125 NR - II IC2 Hazardous 15 02 02* No 2155 0 260 1035 191 719 0 641 0 686 359 0 6046 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
PES Waste Membrane with traces of NMP & TEG 126 NR - II IC2 Hazardous 15 02 02* No 3553 0 2787 2405 765 339 0 4045 755 1434 2233 0 18316 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 NAbsorbent material contaminated with HPA Waste 127 1759 8 II TBD Hazardous 06 02 05* No 0 0 39 0 0 0 0 0 0 0 0 0 39 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 NAbsorbent contaminated with Ammonium Chloride 128 3261 8 II TBD Hazardous 15 02 02* No 0 0 105 0 0 0 0 0 0 0 0 0 105 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
Absorbant contaminated with Triton X 129 3077 9 II TBD Hazardous 15 02 02* No 0 0 399 0 0 0 0 0 0 0 0 0 399 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 NFlasks contaminated with Tween and red dye 130 II TBD Hazardous 07 05 13* No 0 0 0 0 45 0 0 0 0 0 0 0 45 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Tween and red dye waste 131 NR - II TBD Hazardous 07 01 04* No 0 0 0 0 55 0 66 0 0 0 0 0 121 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA FUEL R2 NPPE contaminated with CPG Dust 132 NR - II CPG Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 61 0 61 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Spill kit contaminated with Sodium Hydroxide 133 3260 8 II CPG Hazardous 06 02 05* No 0 0 46 63 0 0 0 0 0 0 0 0 109 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NPurple Dye Granules 134 NR - II TBD Hazardous 07 05 13* No 0 0 204 0 0 0 0 0 0 0 0 0 204 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
SRU STREAM 3 STEP 1 LIQUID WASTE 135 NR - II IC2 Hazardous 07 01 04* No 0 0 0 0 0 0 0 6888 0 0 0 0 6888 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N0 0 0 2218 0 0 0 0 0 0 0 0 2218 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel R1 N0 0 0 0 4421 3182 0 2779 5264 0 0 0 15646 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 N
SRU STREAM 3 STEP 3 LIQUID WASTE 137 NR - II IC2 Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 2288 0 0 0 2288 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NWaste Sulphuric Acid 1.8N (0.9M) 138 1830 8 II WWTP Hazardous 20 01 14* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
SRU STREAM 3 STEP 2 LIQUID WASTE 136 NR - II IC2 Hazardous 07 01 04* No
Empty containers of No-Tox Liquid Ink 118 1993 3 II TBD Hazardous 15 01 10* No
Jan Feb Mar Apr May Jun July Aug Sept Oct Nov Dec Total
Millipore WC
HAZARDOUS WASTE MANAGEMENT REGISTER 2010 WASTE MANAGEMENT REGISTER
Waste Description Source Classification EWC CodeGreen List
Waste
Quantity (kg)Waste Transporter
Waste Collection Permit
Waste Disposal/Recovery Facility/ Ultimate Destination
Method of Recovery/Disposal
Reject consign. (Y/N)
Issuing Authority Waste Transfer Facility Waste Licence/Permit Issuing AuthorityUN No ClassPacking Group
Sodium Hydroxide 1.2N 139 1823 - II WWTP Hazardous 06 02 05* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NFilters contaminated with caustic and CPG dust 140 3260 8 II CPG Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Filters contaminated with HCl and CPG dust: 141 3260 8 II CPG Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NPPE contaminated with caustic 142 3260 8 II CPG Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
PPE contaminated with HCl and caustic 143 3260 8 II CPG Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 176 93 0 0 269 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NSpill waste Antichlor 144 NR - II WWTP Hazardous 15 02 02* No 0 0 19 0 0 0 0 0 0 0 0 0 19 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
3M-N-Heptane Solid Waste 145 3175 4.1 II TBD Hazardous 07 05 13* No 0 0 288 0 0 0 0 0 60 0 0 0 348 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 NTins of paint waste 146 1263 3 II Site Hazardous 20 01 27* No 0 0 83 0 0 0 0 0 0 0 0 0 83 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R2/R1 N
Solid material contaminated with HF Final lacquer 147 3175 4.1 II Aircast Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A NSpill waste-Poly CE190 148 NR - II WWTP Hazardous 07 05 13* No 0 0 70 0 0 0 0 0 0 0 0 0 70 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 N
Solid waste with IPA and blue dye 149 3175 4.1 II TBD Hazardous 07 05 13* No 0 0 129 17 0 0 0 0 0 0 0 0 146 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 NHostapur 93% Waste 150 NR - II TBD Hazardous 07 05 13* No 0 0 144 0 0 0 0 0 0 0 0 0 144 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1/R4 N
Full winchesters of trichloromethylsilane 151 2924 II TBD Hazardous 16 05 08* No 0 0 0 0 140 51 80 0 52 0 0 61 384 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NWaste Ethanol wipes 152 3175 II Site Hazardous 15 02 02* No 0 0 0 0 7 0 0 0 7 0 0 0 14 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 N
Empty metal containers previously containing N-Methyl-Pyrolidone 153 NR - II TBD Hazardous 15 01 10* No 0 0 0 0 4 0 0 0 0 0 0 0 4 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA Veolia Fermoy R13/R4 N
Fixtures trace contaminated with Trichloromethylsilane and ammonia 154 2925 4.1.8 II TBD Hazardous 07 05 13* No 0 0 0 0 14 0 0 0 0 0 0 0 14 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 N
Waste Empty Heptane Winchesters 155 1206 II TBD Hazardous 15 01 10* No 0 0 0 0 34 0 0 0 0 0 0 0 34 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA, Brunsbuttel D10 NEmpty Cationic Monomer Drum 156 NR II Durapore Hazardous 15 01 10* No 0 0 0 0 13 0 0 0 0 0 0 0 13 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA Veolia Fermoy D15/D10 N
Waste Myler and HPA 157 3261 8 II Durapore Hazardous 07 05 13* No 0 0 0 0 0 0 188 0 0 0 0 0 188 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA SAVA D10 NFull butane gas canisters 159 1011 2.1 II Site Hazardous 16 05 04* No 0 0 5 0 0 0 0 0 0 0 0 0 5 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA Tradebe D10 N
Lab waste contaminated with Acetone and Ink 160 3175 II Labs Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 10 0 0 0 10 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA ATM R1 NSpill kit contaminated with 32% Ammonia 161 2672 II TBD Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/01 Cork County Council AVR, Safeway W0050-02 EPA N/A N/A N
Glass slides contaminated with Ink 162 1210 II Cleanroom 3 Hazardous 20 01 27* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/02 Cork County Council AVR, Safeway W0050-03 EPA N/A N/A NCPG Slurry 163 NR - II CPG Hazardous 07 01 04* No 0 0 0 0 0 0 0 0 260 0 0 0 260 South Coast Transport CK WMC 07/03 Cork County Council AVR, Safeway W0050-04 EPA SAVA D10 N
Elmatec A3 Cleaning Fluid 164 1760 II TBD Hazardous 06 02 05* No 0 0 0 0 0 0 0 0 12 0 0 0 12 South Coast Transport CK WMC 07/04 Cork County Council AVR, Safeway W0050-05 EPA SAVA D10 NHoses contaminated with oil 166 II TBD Hazardous 07 05 13* No 0 0 0 0 0 0 0 0 129 0 0 0 129 South Coast Transport CK WMC 07/05 Cork County Council AVR, Safeway W0050-06 EPA SAVA D10 N
Waste water with trace SDBS 167 NR - II TBD Hazardous 07 05 01* No 0 0 0 0 0 0 0 0 0 0 1050 0 1050 South Coast Transport CK WMC 07/06 Cork County Council AVR, Safeway W0050-07 EPA FUEL R2 NCPG Furnace Waste 168 NR - II CPG Hazardous 10 12 08* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/07 Cork County Council AVR, Safeway W0050-08 EPA N/A N/A N
Absorbent material contaminated with 5%Nitric Acid 169 1759 8 II TBD Hazardous 20 01 14* No 0 0 0 0 0 0 0 0 0 0 18 0 18 South Coast Transport CK WMC 07/08 Cork County Council AVR, Safeway W0050-09 EPA SAVA D10 NWaste AMP's 170 NR - II IC2 Hazardous 07 05 01* No 0 0 0 0 0 0 0 0 0 0 210 13 223 South Coast Transport CK WMC 07/09 Cork County Council AVR, Safeway W0050-10 EPA FUEL R2 N
Empty Paint/Ink Tins 171 1210 3 II Site Hazardous 15 01 10* No 0 0 0 0 0 0 0 0 0 0 0 7 7 South Coast Transport CK WMC 07/10 Cork County Council AVR, Safeway W0050-11 EPA ATM D10 NMBAM MOD Liquid Waste 172 NR - II IC2 Hazardous 07 05 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/11 Cork County Council AVR, Safeway W0050-12 EPA N/A N/A N
MOD Mix Solids Waste 173 NR - II IC2 Hazardous 07 05 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/12 Cork County Council AVR, Safeway W0050-13 EPA N/A N/A NSartomer MOD Liquid Waste 174 NR - II IC2 Hazardous 07 05 04* No 0 0 0 0 0 0 0 0 0 0 0 0 0 South Coast Transport CK WMC 07/13 Cork County Council AVR, Safeway W0050-14 EPA N/A N/A N
ONE OFF WASTE DISPOSALEmpty metal drums previously containing oil - TBD Hazardous 15 01 10* No 0 0 0 0 0 70 0 0 0 0 49 0 119 South Coast Transport CK WMC 07/15 Cork County Council AVR, Safeway W0050-16 EPA Veolia Fermoy R13/R4 N
Nitric Acid Waste - 1760 8 TBD Hazardous 20 01 14* No 0 0 92 0 0 0 0 0 0 0 0 0 92 South Coast Transport CK WMC 07/16 Cork County Council AVR, Safeway W0050-17 EPA SAVA D10 NWaste bottles of ammonia solution - 2672 8 TBD Hazardous 20 01 14* No 0 0 12 0 0 0 0 0 10 0 0 21 43 South Coast Transport CK WMC 07/17 Cork County Council AVR, Safeway W0050-18 EPA SAVA D10 N
Acetic Acid Glacial or Acetic Acid Solution (>80%) - 2789 8 TBD Hazardous 20 01 14* No 0 0 250 0 0 0 0 0 0 0 0 0 250 South Coast Transport CK WMC 07/18 Cork County Council AVR, Safeway W0050-19 EPA SAVA D10 NEmpty Drum Trace Antifreeze - NR - TBD Hazardous 15 01 10* No 0 0 52 0 0 0 0 0 0 0 0 0 52 South Coast Transport CK WMC 07/19 Cork County Council AVR, Safeway W0050-20 EPA Veolia Fermoy R13/R4 N
Waste water drums - NR - - TBD Hazardous 07 05 01* No 0 0 0 891 0 0 15 0 0 0 0 0 906 South Coast Transport CK WMC 07/20 Cork County Council AVR, Safeway W0050-21 EPA FUEL R2 NDrum containing traces of heptane and water - 1993 3 TBD Hazardous 07 01 04* No 0 0 0 100 0 0 0 0 0 0 0 0 100 South Coast Transport CK WMC 07/21 Cork County Council AVR, Safeway W0050-22 EPA FUEL R2 NWaste Fire Extinguisher Powder and Water - NR - - TBD Hazardous 07 05 01* No 0 0 0 0 0 0 0 0 0 0 394 0 394 South Coast Transport CK WMC 07/22 Cork County Council AVR, Safeway W0050-23 EPA FUEL R2 N
Waste Oil filters containing metal - NR - - TBD Hazardous 15 02 02* No 0 0 0 0 0 0 0 0 0 0 18 0 18 South Coast Transport CK WMC 07/23 Cork County Council AVR, Safeway W0050-24 EPA SAVA D10 NIC2 Waste water trace solvent tanker - NR - - IC2 Hazardous 07 05 01* No 0 0 0 0 0 0 0 0 26560 0 0 0 26560 South Coast Transport CK WMC 07/24 Cork County Council AVR, Safeway W0050-25 EPA Blending Facility Fermoy D13/D10 N
Contaminated Soil - TBD Hazardous 17 05 03* No 0 0 0 0 0 0 0 0 0 0 0 20000 20000 Rilta D15 NWaste Methanol and Water - 1992 3 TBD Hazardous 07 05 04* No 35620 0 0 0 0 0 0 0 0 0 0 0 35620 South Coast Transport CK WMC 07/24 Cork County Council AVR, Safeway W0050-25 EPA FUEL R13 N
LAB SMALLS COLLECTIONLaboratory Waste- Organic Labs Hazardous 16 05 08* No 0 82 0 54 83 0 0 0 0 477 0 0 696 South Coast Transport CK WMC 07/24 Cork County Council AVR, Safeway W0050-25 EPA SAVA D10 N
Laboratory Waste- Inorganic Labs Hazardous 16 05 07* No 0 115 0 185 129 0 0 0 0 60 0 0 489 South Coast Transport CK WMC 07/24 Cork County Council AVR, Safeway W0050-25 EPA SAVA D10 NWaste Mercury Thermomether 2809 Labs Hazardous 06 04 04* No 0 4 8 0 0 0 0 0 0 0 0 0 12 South Coast Transport CK WMC 07/24 Cork County Council AVR, Safeway W0050-25 EPA Irish Lamps D15 N
BIOHAZARDOUS WASTE
Clinical Waste N.O.S. subject to special requirements in order to prevent infection
N/A 3291 6.2 II Labs Hazardous18 01 03* (liquid
waste)No 10.8 65.3 185.4 126.2 139.2 146.8 95.2 117.3 174.8 122 148.9 42.6 1374.3
Healthcare Waste Management, Co.
Carlow
Initial Medical Services
Eco Safe Systems 54-2 AGR D15N
Clinical Waste N.O.S. subject to special requirements in order to prevent infection
N/A 3291 6.2 II Labs Hazardous 16 05 08* (liquid waste) No 65.9 0 36.6 10.8 15.3 0 47.7 27.4 0 51 49.6 92.7 397.3Healthcare Waste Management, Co.
Carlow
Initial Medical Services
Eco Safe Systems 54-2Recyfuel D15 N
Clinical Waste N.O.S. subject to special requirements in order to prevent infection
N/A 3291 6.2 II Labs Hazardous18 01 03* (clinical
bags)No 298.9 338.3 462.8 310.8 387.3 483.1 362.8 370.7 445.2 366.1 391.8 402.9 4620.7
Healthcare Waste Management, Co.
Carlow
Initial Medical Services
Eco Safe Systems 54-2Ballynagran Landfill D15 N
428.8153
SOLVENT RECOVERED ONSITE (Litres) Jan Feb Mar Apr May Jun July Aug Sept Oct Nov Dec TOTALAcetone N/A IC1 Hazardous N/A No 29316 24384 32888 2707 0 39366 10371 0 58668 0 41894 10169 249763Methanol N/A IC1 Hazardous N/A No 53682 51972 23998 139571 178097 89226 40599 133009 0 130005 16758 31985 888902
DMAc N/A IC1 Hazardous N/A No 9092 16627 3982 23332 27489 13442 5385 19826 0 21584 1833 5630 1482221286.887
TOTAL 2010
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix III
PRTR
| PRTR# : P0571 | Facility Name : Millipore Ireland Limited | Filename : P0571_2010.xls | Return
Year : 2010 | 2322 1/6/2011 09:56
Guidance to completing the PRTR workbook
Version 1.1.11
REFERENCE YEAR 2010
1. FACILITY IDENTIFICATION
Parent Company Name Millipore Ireland Limited
Facility Name Millipore Ireland Limited
PRTR Identification Number P0571
Licence Number P0571-03
Waste or IPPC Classes of Activity
No. class_name
12.2.1 ##############################################################
11.1 ##############################################################
Address 1 Tullagreen
Address 2 Carrigtwohill
Address 3 County Cork
Address 4
Country Ireland
Coordinates of Location -8.27911 51.9049
River Basin District IESW
NACE Code 2221
Main Economic Activity Manufacture of plastic plates, sheets, tubes and profiles
AER Returns Contact Name Sheila Duggan
AER Returns Contact Email Address Sheila_Duggan@millipore.com
AER Returns Contact Position Health Safety & Environmental
AER Returns Contact Telephone Number 021-4883666
AER Returns Contact Mobile Phone Number
AER Returns Contact Fax Number 021-4883048
Production Volume 0.0
Production Volume Units
Number of Installations 0
Number of Operating Hours in Year 0
Number of Employees 0
User Feedback/Comments
Web Address
2. PRTR CLASS ACTIVITIES
Activity Number Activity Name
9(c)
Installations for surface treatment of substances,objects or products using
organic solvents,in particular
dressing,printing,coating,degreasing,waterproofing,sizing,painting,cleaning or
impregnating
50.1 General
3. SOLVENTS REGULATIONS (S.I. No. 543 of 2002)
Is it applicable? Yes
Have you been granted an exemption ? No
If applicable which activity class applies (as per
Schedule 2 of the regulations) ? Other coating including metal, plastic, textile, fabric, film and paper coating
Is the reduction scheme compliance route being
used ? No
AER Returns Workbook
4.1 RELEASES TO AIR Link to previous years emissions data | PRTR# : P0571 | Facility Name : Millipore Ireland Limited | Filename : P0571_2010.xls | Return Year : 2010 | 1/6/2011 09:56
8 8 16 16 24 24 6 7 6 6 6 7 24
SECTION A : SECTOR SPECIFIC PRTR POLLUTANTS
Please enter all quantities in this section in KGs
QUANTITY
No. Annex II Name M/C/E Method Code Designation or Description Emission Point 1 Emission Point 2 T (Total) KG/Year
A (Accidental)
KG/Year
F (Fugitive)
KG/Year
08 Nitrogen oxides (NOx/NO2) M EN 14792:2005 44.64 20.88 44.64 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
SECTION B : REMAINING PRTR POLLUTANTS
Please enter all quantities in this section in KGs
QUANTITY
No. Annex II Name M/C/E Method Code Designation or Description Emission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year
0.0 0.0 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
SECTION C : REMAINING POLLUTANT EMISSIONS (As required in your Licence)
Please enter all quantities in this section in KGs
QUANTITY
Pollutant No. Name M/C/E Method Code Designation or Description Emission Point 1 Emission Point 2 T (Total) KG/Year
A (Accidental)
KG/Year
F (Fugitive)
KG/Year
351 Total Organic Carbon (as C) M ALT EN 12619 2747.0 1667.0 4414.0 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
Additional Data Requested from Landfill operators
Landfill: Millipore Ireland LimitedPlease enter summary data on the
quantities of methane flared and / or
utilised
additional_pollutant_no T (Total) kg/Year M/C/E Method Code
Designation or
Description
Facility Total Capacity
m3 per hour
Total estimated methane generation (as per
site model) 0.0 N/A
Methane flared 0.0 0.0 (Total Flaring Capacity)
Methane utilised in engine/s 0.0 0.0 (Total Utilising Capacity)
Net methane emission (as reported in Section
A above) 0.0 N/A
POLLUTANT METHOD
Method Used
For the purposes of the National Inventory on Greenhouse Gases, landfill operators are requested to provide summary data on landfill gas (Methane)
flared or utilised on their facilities to accompany the figures for total methane generated. Operators should only report their Net methane (CH4) emission
to the environment under T(total) KG/yr for Section A: Sector specific PRTR pollutants above. Please complete the table below:
Method Used
Method Used
RELEASES TO AIR
POLLUTANT METHOD
Method Used
POLLUTANT
RELEASES TO AIR
RELEASES TO AIR
METHOD
4.2 RELEASES TO WATERS Link to previous years emissions data | PRTR# : P0571 | Facility Name : Millipore Ireland Limited | Filename : P0571_2010.xls | Return Year : 2010 | 1/6/2011 09:56
8 8 16 16 24 24 6 6 6 6 6 6
SECTION A : SECTOR SPECIFIC PRTR POLLUTANTS Data on ambient monitoring of storm/surface water or groundwater, conducted as part of your licence requirements, should NOT be submitted under AER / PRTR Reporting as this only concerns Releases from your facility
Please enter all quantities in this section in KGs
QUANTITY
No. Annex II Name M/C/E Method Code Designation or Description Emission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year
0.0 0.0 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
SECTION B : REMAINING PRTR POLLUTANTS
Please enter all quantities in this section in KGs
QUANTITY
No. Annex II Name M/C/E Method Code Designation or Description Emission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year
0.0 0.0 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
SECTION C : REMAINING POLLUTANT EMISSIONS (as required in your Licence)
Please enter all quantities in this section in KGs
QUANTITY
Pollutant No. Name M/C/E Method Code Designation or Description Emission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year
0.0 0.0 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
RELEASES TO WATERS
RELEASES TO WATERS
Method Used
POLLUTANT
Method Used
POLLUTANT
POLLUTANT
RELEASES TO WATERS
Method Used
4.3 RELEASES TO WASTEWATER OR SEWER Link to previous years emissions data | PRTR# : P0571 | Facility Name : Millipore Ireland Limited | Filename : P0571_2010.xls | Return Year : 2010 |1/6/2011 09:56
8 10 18 25 6 10 6 10 21
SECTION A : PRTR POLLUTANTS
Please enter all quantities in this section in KGs
QUANTITY
No. Annex II Name M/C/E Method Code Designation or Description Emission Point 1 Emission Point 2 Emission Point 3 Emission Point 4
Emission
Point 5
T (Total)
KG/Year
A
(Accident
al)
KG/Year
F
(Fugitive)
KG/Year
79 Chlorides (as Cl) M EN ISO 15682:2001 0.0 4982.0 1125.0 22.7 28.0 6157.7 0.0 0.0
12 Total nitrogen M EN ISO 11905-1:1998 2006.0 0.0 0.0 0.0 0.0 2006.0 0.0 0.0
76 Total organic carbon (TOC) (as total C or COD/3) M EN 1484:1997 6290.0 168.0 68.0 0.066 3.33 6529.396 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
SECTION B : REMAINING POLLUTANT EMISSIONS (as required in your Licence)
Please enter all quantities in this section in KGs
QUANTITY
Pollutant No. Name M/C/E Method Code Designation or Description Emission Point 1 Emission Point 2 Emission Point 3 Emission Point 4
Emission
Point 5
T (Total)
KG/Year
A
(Accident
al)
KG/Year
F
(Fugitive)
KG/Year
361 Acrylates M CRM HPLC Method 13.0 0.0 0.0 0.0 0.0 13.0 0.0 0.0
303 BOD M ALT IS EN 1899-1-1998 9770.0 0.0 0.0 0.0 0.0 9770.0 0.0 0.0
306 COD M ALT ISO 15705 18870.0 503.0 203.0 0.07 10.0 19586.07 0.0 0.0
314 Fats, Oils and Greases M CRM
Method ET0832 Based on
APHA98 5520 D 259.0 0.0 0.0 0.0 0.0 259.0 0.0 0.0
330 Organic solvents M EN ISO 9562:2004 28.0 0.0 0.0 0.0 0.0 28.0 0.0 0.0
343 Sulphate M CRM BS EN ISO 10304-2 616.0 4368.0 1326.0 0.52 38.0 6348.52 0.0 0.0
240 Suspended Solids M CRM BS EN 872 2005 4783.0 71.0 28.0 0.06 4.0 4886.06 0.0 0.0
347 Total heavy metals M CRM BS EN ISO 11885 3.0 12.0 0.7 0.01 0.0 15.71 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
OFFSITE TRANSFER OF POLLUTANTS DESTINED FOR WASTE-WATER TREATMENT OR SEWER
OFFSITE TRANSFER OF POLLUTANTS DESTINED FOR WASTE-WATER TREATMENT OR SEWER
Method Used
Method Used
POLLUTANT METHOD
POLLUTANT METHOD
4.4 RELEASES TO LAND Link to previous years emissions data | PRTR# : P0571 | Facility Name : Millipore Ireland Limited | Filename : P0571_2010.xls | Return Year : 2010 | 1/6/2011 09:56
8 8 16 16 6 6 6 6
SECTION A : PRTR POLLUTANTS
Please enter all quantities in this section in KGs
QUANTITY
No. Annex II Name M/C/E Method Code Designation or Description Emission Point 1 T (Total) KG/Year A (Accidental) KG/Year
0.0 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
SECTION B : REMAINING POLLUTANT EMISSIONS (as required in your Licence)
Please enter all quantities in this section in KGs
QUANTITY
Pollutant No. Name M/C/E Method Code Designation or Description Emission Point 1 T (Total) KG/Year A (Accidental) KG/Year
0.0 0.0 0.0
* Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button
POLLUTANT METHOD
Method Used
RELEASES TO LAND
RELEASES TO LAND
POLLUTANT METHOD
Method Used
5. ONSITE TREATMENT & OFFSITE TRANSFERS OF WASTE | PRTR# : P0571 | Facility Name : Millipore Ireland Limited | Filename : P0571_2010.xls | Return Year : 2010 | 1/6/2011 09:56
5 151 Please enter all quantities on this sheet in Tonnes 150
Quantity
(Tonnes per
Year)
Haz Waste : Name and
Licence/Permit No of Next
Destination Facility Non
Haz Waste: Name and
Licence/Permit No of
Recover/Disposer
Haz Waste : Address of Next
Destination Facility
Non Haz Waste: Address of
Recover/Disposer
Name and License / Permit No. and
Address of Final Recoverer /
Disposer (HAZARDOUS WASTE
ONLY)
Actual Address of Final Destination
i.e. Final Recovery / Disposal Site
(HAZARDOUS WASTE ONLY)
Transfer Destination
European Waste
Code Hazardous Quantity T/Year Description of Waste
Waste
Treatment
Operation M/C/E Method Used
Location of
Treatment Name and Licence / Permit No. of Recoverer / Disposer / Broker Address of Recoverer / Disposer / Broker Name and Address of Final Destination i.e. Final Recovery / Disposal Site (HAZARDOUS WASTE ONLY) Licence / Permit No. of Final Destination i.e. Final Recovery / Disposal Site (HAZARDOUS WASTE ONLY)
To Other Countries 15 02 02 Yes 1.699
Membrane with HPA / AMPS
(hydroxypropylacrylate) D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 55.554 HPA Gel D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 1.648 HV Filters R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 6.144 GV Filters R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 2.262 GV and HV Filters R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 6.721 HV Lacquer R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 7.037 GV and HV Lacquer R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 3.704 Methanol Feed Product R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
Within the Country 07 01 04 Yes 7.145 Acetone Feed Product R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 07 01 04 Yes 2.111 GV Membrane Waste with acetone R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 16 05 07 Yes 0.063 Waste COD Vials D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 2.544
Ink/Solvent Waste/ Sponges contaminated
with MEK, THF R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 53.881
High Flow Final Lacquer- Butanol,
Nitrocellulose R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
Within the Country 07 01 04 Yes 0.412 High Flow Base Lacquer Mixture R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 07 01 04 Yes 0.82 High Flow Ethanol R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
Within the Country 07 01 04 Yes 0.182 High Flow Acetone R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 15 02 02 Yes 48.464 Nitrocellulose Membrane D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Method Used
To Other Countries 15 02 02 Yes 5.926 High Flow Solids Waste (Butanol, Ethanol) R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 0.156 Lab Glassware R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.347 Moisture Meter Waste R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.154 Methanol/Water/Silvernitrate R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.645
Acetonitrile (Non Chlorinated Solvent)
Waste R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 3.228 Cationic Monomer Waste R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 16.479 Cationic Monomer Waste D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 20 01 27 Yes 0.567 Printing Ink R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 20 01 21 Yes 0.547 Waste Fluorescent Tubes R4 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
KMK Metals Recycling
Limited,W0113-
03,Cappincur Industrial
Estate,Daingean
Road,Tullamore,County
Offaly,Ireland
Cappincur Industrial
Estate,Daingean
Road,Tullamore,County
Offaly,Ireland
To Other Countries 16 02 13 Yes 0.763 Waste Electronic Equipment R13 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
KMK Metals Recycling
Limited,W0113-
03,Cappincur Industrial
Estate,Daingean
Road,Tullamore,County
Offaly,Ireland
Cappincur Industrial
Estate,Daingean
Road,Tullamore,County
Offaly,Ireland
To Other Countries 15 01 10 Yes 0.075 Waste Aerosols D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 05 13 Yes 1.91 Laboratory Smalls R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.962 Multiscreen Waste R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.185 Waste needles from Steritest D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.009 Waste PEI R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 0.098 Rags cont with Hydraulic Oil R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 20 01 14 Yes 0.01 Waste Trichloroacetic acid soln D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 0.154 GC Solvent Waste R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
ATM,NB
930607.002/4,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 20 01 14 Yes 0.384 Sodium Hydroxide Waste 30% D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 16 05 08 Yes 1.676 Nitrocellulose D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 20 01 14 Yes 0.129 Contaminated Multiscreen UF Plates D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 06 02 05 Yes 0.011 Liquid lab waste from Multiscreen D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 05 13 Yes 1.556 Multiscreen EUDI plates R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.018 Ponceau S Solution R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 20 01 14 Yes 0.12 Waste from A2 Lab D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 13 02 08 Yes 2.868 Waste hydraulic oil D9 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Enva,W0196-01,John F
Kennedy Road
,Naas Road,Dublin
12,.,Ireland
John F Kennedy Road
,Naas Road,Dublin
12,.,Ireland
To Other Countries 15 02 02 Yes 0.06 Waste Fumehood Filters R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.471 TEGDA Waste R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 4.41 DMAc Waste R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 20 01 35 Yes 0.617 Electronic Equipment - Monitors R13 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
KMK Metals Recycling
Limited,W0113-
03,Cappincur Industrial
Estate,Daingean
Road,Tullamore,County
Offaly,Ireland
Cappincur Industrial
Estate,Daingean
Road,Tullamore,County
Offaly,Ireland
To Other Countries 16 05 07 Yes 0.02 Total Nitrogen- Hydroxide Vials D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 16 05 07 Yes 0.152 Total Nitrogen- Acid Vials D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 05 04 Yes 0.014 NO-TOX Liquid Ink R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.03 Waste Irgacure D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 0.603 Kymene Waste R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.055 Waste MEK in bottles R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 06 02 05 Yes 0.063 Waste Sodium Hypochlorite D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 16 05 07 Yes 0.169 Ammonium Persulphate (AMPs) D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 05 13 Yes 0.086 Spill Kit contaminated with Ethylene Glycol R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 0.068 Spill kit contaminated with aqueous solvent R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 04 Yes 1.594 HiFlow Lacquer with Savinyl Black Dye R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 0.879 Waste Membrane with Savinyl Black Dye R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 3.355
HV Membrane Waste with methanol &
DMAc R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 0.261
HV Membrane Waste with methanol &
DMAc D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 3.243 Waste Ethanol and Nitrocellulose R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 04 Yes 0.67
Ethanol and Ntrocellulose with Savinyl
Black Dye R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 12.837 PES, NMP, TEG Waste Lacquer R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 16 05 04 Yes 0.037 Empty Butane Gas Aerosols D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 16 05 07 Yes 0.016 Sodium Persulfate Waste D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 2.606 NMP Waste R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.168 SDBS Waste R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
Within the Country 07 01 01 Yes 0.296 AER-O-LITE 3% COLD FOAM R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 07 05 13 Yes 0.162
Absorbent contaminated with AER-O-LITE
3% FOAM R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 01 10 Yes 0.024 Empty containers of No-Tox Liquid Ink D15 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 15 01 10 Yes 0.066 Empty containers of No-Tox Liquid Ink R13 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 20 01 27 Yes 0.048 Loctite adhesive in tubes R12 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
Within the Country 06 04 04 Yes 0.123 Mercury from Chemistry lab D10 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Irish Lamp Recycling
Ltd,02/2000B,Woodstock
Industrial Estate,Kilkenny
Road,Athy,Co.
Kildare,Ireland
Woodstock Industrial
Estate,Kilkenny
Road,Athy,Co.
Kildare,Ireland
To Other Countries 07 05 13 Yes 0.129 CPG Dust Waste D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 6.046 PES Filter Waste R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 15 02 02 Yes 18.316
PES Waste Membrane with traces of NMP
& TEG R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 06 02 05 Yes 0.039
Absorbent material contaminated with HPA
Waste D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 0.105
Absorbent contaminated with Ammonium
Chloride D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 0.399 Absorbant contaminated with Triton X D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 05 13 Yes 0.045
Flasks contaminated with Tween and red
dye D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 07 01 04 Yes 0.121 Tween and red dye waste R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 15 02 02 Yes 0.061 PPE contaminated with CPG Dust D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 06 02 05 Yes 0.109
Spill kit contaminated with Sodium
Hydroxide D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 05 13 Yes 0.204 Purple Dye Granules D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 6.888 SRU STREAM 3 STEP 1 LIQUID WASTE D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 2.218 SRU STREAM 3 STEP 2 LIQUID WASTE R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 15.646 SRU STREAM 3 STEP 2 LIQUID WASTE D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 01 04 Yes 2.288 SRU STREAM 3 STEP 3 LIQUID WASTE D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 0.269 PPE contaminated with HCl and caustic D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 0.019 Spill waste Antichlor R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.348 3M-N-Heptane Solid Waste R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 20 01 27 Yes 0.083 Tins of paint waste R2 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.07 Spill waste-Poly CE190 R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.146 Solid waste with IPA and blue dye R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 05 13 Yes 0.144 Hostapur 93% Waste R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 16 05 08 Yes 0.384 Full winchesters of trichloromethylsilane D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 02 02 Yes 0.014 Waste Ethanol wipes R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
Within the Country 15 01 10 Yes 0.004
Empty metal containers previously
containing N-Methyl-Pyrolidone R13 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 07 05 13 Yes 0.014
Fixtures trace contaminated with
Trichloromethylsilane and ammonia D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 15 01 10 Yes 0.034 Waste Empty Heptane Winchesters D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 15 01 10 Yes 0.013 Empty Cationic Monomer Drum D15 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 07 05 13 Yes 0.188 Waste Myler and HPA D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 16 05 04 Yes 0.005 Full butane gas canisters D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Tradebe Fawley
Limited,EPR/FP3935KL,.,.,.,.
,United Kingdom .,.,.,.,United Kingdom
To Other Countries 15 02 02 Yes 0.01
Lab waste contaminated with Acetone and
Ink R1 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
To Other Countries 07 01 04 Yes 0.26 CPG Slurry Waste D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 06 02 05 Yes 0.012 Elmatec A3 Cleaning Fluid D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 07 05 13 Yes 0.129 Hoses contaminated with oil D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 07 05 01 Yes 1.05 Waste water with trace SDBS R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 20 01 14 Yes 0.018
Absorbent material contaminated with
5%Nitric Acid D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 07 05 01 Yes 0.223 Waste AMP's R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 15 01 10 Yes 0.007 Empty Paint/Ink Tins D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and ATM,1538449,.,.,.,.,Belgium .,.,.,.,Belgium
Within the Country 15 01 10 Yes 0.119 Empty metal drums previously containing oil R13 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 20 01 14 Yes 0.092 Nitric Acid Waste D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 20 01 14 Yes 0.043 Waste bottles of ammonia solution D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 20 01 14 Yes 0.25
Acetic Acid Glacial or Acetic Acid Solution
(>80%) D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 15 01 10 Yes 0.052 Empty Drum Trace Antifreeze R13 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
Within the Country 07 05 01 Yes 0.906 Waste water drums R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
Within the Country 07 01 04 Yes 0.1
Drum containing traces of heptane and
water R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
Within the Country 07 05 01 Yes 0.394 Waste Fire Extinguisher Powder and Water R2 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
To Other Countries 15 02 02 Yes 0.018 Waste Oil filters containing metal D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 07 05 01 Yes 26.56 IC2 Waste water trace solvent tanker D13 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
Within the Country 07 05 04 Yes 35.62 Waste Methanol and Water R13 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Fuel Blending Veolia,W0050-
02,Fermoy,.,Co.Cork,.,Irelan
d Fermoy,.,Co.Cork,.,Ireland
Within the Country 17 05 03 Yes 20.0 Contaminated Soil Waste D15 M Weighed Offsite in Ireland
Rilta Environmental
Ltd,W0192-3
Block 402 ,Greenogue.
Business
Park,Rathcoole,Co.
Dublin,Ireland
Rilta Environmental Ltd
,W0192-3, Block
402,Greenogue. Business
Park,Rathcoole,Co.
Dublin,Ireland
Block 402,Greenogue.
Business
Park,Rathcoole,Co.
Dublin,Ireland
To Other Countries 16 05 08 Yes 0.696 Laboratory Waste- Organic D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 16 05 07 Yes 0.489 Laboratory Waste- Inorganic D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
Within the Country 06 04 04 Yes 0.012 Waste Mercury Thermomether D15 M Weighed Offsite in Ireland
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Irish Lamp Recycling
Ltd,02/2000B,Woodstock
Industrial Estate,Kilkenny
Road,Athy,Co.
Kildare,Ireland
Woodstock Industrial
Estate,Kilkenny
Road,Athy,Co.
Kildare,Ireland
To Other Countries 18 01 03 Yes 1.3743 Biohazardous Waste- liquid waste D15 M Weighed Abroad Eco Safe Systems,54-2
1A Allied Industrial
Estate,Kylemore
Road,Dublin 10,Co.
Dublin,Ireland
AGR,642/050506,Im
Emseherbruch
11D,.,Herten,45699,German
y
Im Emseherbruch
11D,.,Herten,45699,German
y
To Other Countries 16 05 08 Yes 0.397 Biohazardous Waste- liquid waste D15 M Weighed Abroad Eco Safe Systems,54-2
1A Allied Industrial
Estate,Kylemore
Road,Dublin 10,Co.
Dublin,Ireland
Recyfuel,BE 459 735 458
,Zoning Industrial Estate
d'Ehein,B,Engis,4480,Belgiu
m
Zoning Industrial Estate
d'Ehein,B,Engis,4480,Belgiu
m
Within the Country 18 01 03 Yes 4.6207 Biohazardous Waste- Clinical Bags/Sharps D15 M Weighed Offsite in Ireland Eco Safe Systems,54-2
1A Allied Industrial
Estate,Kylemore
Road,Dublin 10,Co.
Dublin,Ireland
Greenstar Holding
Ltd,W0165-1,Ballynagran
Coolbeg and
Kilcandra,.,.,Co.
Wiclow,Ireland
Ballynagran Coolbeg and
Kilcandra,.,.,Co.
Wiclow,Ireland
Within the Country 20 01 39 No 48.834 Plastic Regrind R5 M Weighed Offsite in Ireland Asian Eagle,CKS 552/08 Little Island,.,Cork,.,Ireland
Within the Country 15 01 03 No 77.865 Pallets R3 M Weighed Offsite in Ireland Eras Eco Ltd,WO 211-01 .,.,Youghal ,Co.Cork,Ireland
Within the Country 15 01 01 No 6.77 Cardboard Drums R3 M Weighed Offsite in Ireland CTO,WFP-CK-0018-01
.,.,Whitegate Co.
Cork,.,Ireland
To Other Countries 20 01 40 No 23.4 Metals R4 M Weighed Abroad
Cork Metal Co Ltd,CK (S)
491/07 .,.,.,.,Spain
To Other Countries 20 01 01 No 9.95 Office Paper R3 M Weighed Abroad
Bailey Waste,WFP-FG-08-
0002-01 .,.,.,.,United Kingdom
To Other Countries 07 02 12 No 477.2 WWTP Sludge D10 M Weighed Abroad
Remondis Production
GmbH,21/Fo/Tho-G61/93 .,.,Brunnenstr,.,Germany
Within the Country 15 01 07 No 1.42 Glass Bottles R5 M Weighed Offsite in Ireland Rehab Recycle,"03/07"
Monahan Road,.,Cork City
Co. Cork,.,Ireland
Within the Country 20 03 07 No 42.88 General Waste D1 M Weighed Offsite in Ireland Knockharley Landfill,146-1 .,.,Naven,.,Ireland
Within the Country 20 03 07 No 212.49 General Waste D1 M Weighed Offsite in Ireland Ballynagran Landfill,165-1 .,.,County Wiclow,.,Ireland
Within the Country 20 03 01 No 4.92 General Waste- Canteen D1 M Weighed Offsite in Ireland Knockharley Landfill,146-1 .,.,Naven,.,Ireland
Within the Country 20 03 01 No 20.81 General Waste- Canteen D1 M Weighed Offsite in Ireland Ballynagran Landfill,165-1 .,.,County Wiclow,.,Ireland
Within the Country 20 01 08 No 4.8 Canteen Food Waste R13 M Weighed Offsite in Ireland
Milltown Composting
Systems Ltd,WP 019 02 .,.,County Tipperary,.,Ireland
Within the Country 15 01 02 No 49.544 Plastic Waste R5 M Weighed Offsite in Ireland Asian Eagle,CKS 552/08 Little Island,.,Cork,.,Ireland
To Other Countries 15 01 01 No 107.984 Cardboard Waste R3 M Weighed Abroad
Xiamen Industrial Trading
Company,SEPA Licence
Huli,Xiangiu
Roa,Xiamen,.,China
To Other Countries 16 05 07 Yes 0.103
Waste PPE/empty bottles contaminated
with Mercury D10 M Weighed Abroad
Veolia Environmental
Services Technical Solutions
Ltd,W0050-02
Corrin,.,Fermoy,Co.Cork,Irel
and
Sava,A51 G00
508,Brunsbuttel
D,.,.,.,Germany Brunsbuttel D,.,.,.,Germany
To Other Countries 20 01 01 No 142.25 Annealing Paper R3 M Weighed Abroad
Peute Papier Recycling BV,
IreG004/08
Baanhoekweg 4,.,La
Dordrecht.,3313,Netherland
s
Within the Country 20 01 39 No 101.55 P.E.T. Rolls R5 M Weighed Offsite in Ireland Asian Eagle,CKS 552/08 Little Island,.,Cork,.,Ireland
* Select a row by double-clicking the Description of Waste then click the delete button
Link to previous years waste data
Link to previous years waste summary data & percentage change
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix IV
Environmental Objectives & Targets 2010
Millipore Ireland Ltd. Tullagreen, Carrigtwohill, Co. Cork
ENVIRONMENTAL MANAGEMENT PROGRAMME
REPORT
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 2
Environmental Management Programme
Report 2011
Table of Contents
1.0 INTRODUCTION ............................................................................................. 3
2.0 SCOPE.................................................................................................................. 3
3.0 REFERENCE ....................................................................................................... 4
4.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2006 - 2010 ................... 5
5.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2010 - 2015 ................... 6
4.0 2010 ENVIRONMENTAL OBJECTIVES & TARGETS – REPORT........ 10
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 3
1.0 INTRODUCTION The following Environmental Management Programme (EMP) was prepared in fulfillment of Condition 2.2.2.2 & 2.2.2.3 of IPPC Licence Reg. No. P0571-03, concerning the activities of Millipore Ireland Limited, Carrigtwohill, Co. Cork. Millipore Ireland Limited hereafter referred to as Millipore, is licensed under IPPC Licence Reg. No. P0571-03, granted from the Environmental Protection Agency on March 09th 2010, and is located in Carrigtwohill, Co. Cork. This schedule of Environmental Objectives and Targets and associated Management Programme has been prepared for 2010, in fulfillment of Condition 2.2.2.2 & 2.2.2.3 and was submitted to the Agency for approval, as part of the Annual Environmental Report for 2010. 2.0 SCOPE In accordance with IPPC licence Condition 2.2.2 and other requirements, a schedule for Environmental Objectives and Targets was prepared for the site. The schedule details the Environmental Objectives the company has set itself for the next five year period, from 2010 – 2015. The targets demonstrate the company’s long term commitment to the protection of the environmental and reflect the site EHS policies. The company endeavors to maintain its policy of continuous improvement and ensure this environmental management programme is dynamic and effectual. The purpose of this end of year review of the Environmental Objectives and Targets is to review the status of the proposed environmental targets and objectives for 2010, assess progress against the agreed schedule, and ensure the objectives and targets are being appropriately supported by a realistic programme and appropriate resources. In addition, the purpose of this end of year review is to facilitate reporting to the EPA, as part of the Annual Environmental Report for 2010.
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MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 4
3.0 REFERENCE IPPC Licence Register No. P0571-03 – Condition 2.2.2.2 & 2.2.2.3 “The licensee shall maintain a Schedule of Environmental Objectives & Targets. The schedule shall, as a minimum provide for a review of all operations and processes, including an evaluation of practicable options for energy and resource efficiency, the use of cleaner technology, cleaner production and the prevention, reduction and minimisation of waste and shall include waste reduction targets. The schedule shall address a five year period as a minimum. The schedule shall be reviewed annually and amendments thereto notified to the Agency for agreement as part of the Annual Environmental Report (AER).” “The licensee shall maintain an EMP including a time schedule for achieving the Environmental Objectives and Targets prepared under Condition 2.2.2.2. Once agreed the EMP shall be maintained by the licensee. It shall include:
- designation of responsibility for targets; - the means by which they may be achieved; - the time within which they may be achieve.
The EMP shall be reviewed annually and amendments thereto notified to the Agency for agreement as part of the Annual Environmental Report (AER).”
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 5
4.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2006 - 2010
Site EHS Policy Environmental Objectives and Targets are based on identified significant environmental aspects and applicable laws and regulations as per Environmental Objectives and Targets Procedure 0030450 MP. The current EHS site policy contains the following commitments that are cross-referenced where applicable in the Site Environmental Objectives and Targets.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 6
5.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2010 - 2015 This Environmental Management Programme 2010 forms the EMP for the period January 01st 2010 to December 31st 2010. However the schedule of Environmental Objectives & Targets will address a five year period as a minimum. The targets aim to combine the priorities of the EPA and Millipore Cork and incorporate them into achievable goals.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 7
Environmental Objectives & Targets 2010
Targets Site Goals Objective Focus Areas
for 2010 2010 2011 2012 2013 2014
Actual Results for
2010
WWTP
Compliance
100% Compliance 100%
Compliance
100% Compliance 100% Compliance 100% Compliance 100% Compliance
for WWTP
New IPPC
Licence
100% Compliance 100%
Compliance
100% Compliance 100% Compliance 100% Compliance Only 3 Non-
compliances for TO
Bypasses
(73% reduction
from 2009), 100%
Compliance for
Normal Operations
Spill Prevention
Programme
0 Spills Impacting
on the
Environment
0 Spills
Impacting on
the
Environment
0 Spills Impacting
on the
Environment
0 Spills Impacting
on the
Environment
0 Spills Impacting
on the
Environment
0 Spills Impacting
on the Environment
Maintenance &
Calibration
100% Compliance 100%
Compliance
100% Compliance 100% Compliance 100% Compliance 100% Compliance
1. 100% IPPC
Licence
Compliance
Achieve 100%
Compliance with
all Licence
Parameters
Waste
Compliance
100% Compliance 100%
Compliance
100% Compliance 100% Compliance 100% Compliance 100% Compliance
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 8
Targets Site Goals Objective Focus Areas
for 2010 2010 2011 2012 2013 2014
Actual Results for
2010
WWTP
Improvement
100% Compliance 100%
Compliance
100% Compliance 100% Compliance 100% Compliance 100% Compliance
for the WWTP
EHSIR for 2010 =
0.22
Air Emissions
100% Compliance 100%
Compliance
100% Compliance 100% Compliance 100% Compliance Only 3 Non-
compliances for TO
Bypasses
(73% reduction
from 2009), 100%
Compliance for
Normal Operations
Waste
Improvement
5% Reduction in
Waste Disposal
5% Reduction
in Waste
Disposal
5% Reduction in
Waste Generation
5% Reduction in
Waste Generation
5% Reduction in
Waste Generation
Estimated 45%
Reduction in Non-
Haz Waste
Generation
2. Reduce the site
EHSIR
(EHS Incident
Rate)
Achieve EHSIR
<0.3
Training &
Awareness
>75%
Engagement in
EHS Training &
Awareness
>75%
Engagement in
EHS Training
& Awareness
>75%
Engagement in
EHS Training &
Awareness
>75%
Engagement in
EHS Training &
Awareness
>75%
Engagement in
EHS Training &
Awareness
>75% personnel
participated in
offsite EHS
sessions for all
departments.
3. EHS Achieve a fully EHS 100% 100% 100% 100% 100% 100%
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 9
Targets Site Goals Objective Focus Areas
for 2010 2010 2011 2012 2013 2014
Actual Results for
2010
Management
Systems
functional
certified EHS
Management
System
Management
System
Implementation of
Management
System
Implementation
of
Management
System
Implementation of
Management
System
Implementation of
Management
System
Implementation of
Management
System
Implementation &
ISO14001
Certification
received.
Energy Efficiency 5% Improvement
on Previous Year
5%
Improvement
on Previous
Year
5% Improvement
on Previous Year
5% Improvement
on Previous Year
5% Improvement
on Previous Year
5% Improvement on
Previous Year 4. Sustainability Achieve an
effective
Sustainability
Programme Resource
Efficiency
5% Improvement
on Previous Year
5%
Improvement
on Previous
Year
5% Improvement
on Previous Year
5% Improvement
on Previous Year
5% Improvement
on Previous Year
5% Improvement on
Previous Year
������������ !�Fran, can you estimate based on the energy & volume figures for 2010?
������������ !�Fran, can you estimate based on the water & volume figures for 2010?
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 10
6.0 2010 ENVIRONMENTAL OBJECTIVES & TARGETS – REPORT
Site Goal: 100% IPPC Licence Compliance
Objective: Achieve 100% Compliance with all Licence Parameters
Target: 100% Compliance
Ref: Env. Sig. Aspects: 001, 002, 003, 004, 005, 006, 010, 012, 013
Rationale: The operating IPPC licence is primary regulatory requirement for the site for the management and control of site
operations and associated environmental emissions. In addition, the site has reviewed its IPPC licence to
incorporate the CPG process onsite, therefore this requires to be fully incorporated into site systems
Reference No. Focus Area
Plan Status
Install TOC monitoring system at SW1 TOC and all support equipment fully installed.
Undergoing equipment commissioning. Serious
challenges with supplier have delayed schedule of
completion. To be fully completed in 2011.
Complete HAZOP/assessment of system Completed. Actions identified for followup. Actions fully
closed out.
1. WWTP WWTP Compliance
Programme
Complete associated Firewater System management
programme and SOP
Draft SOP in place for the management of the FW
ponds. The current Firewater Retention Assessment
was reviewed by external consultants ERM, to
determine basis for FW management programme. Draft
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 11
Reference No. Focus Area
Plan Status
report to agree TOC limits prepared, however need
insitu TOC levels to establish baseline levels, given
issues with instrument, this is also behind schedule. No
further work can progress until completion of the TOCs,
the system can go live.
WWTP Training
Programme
Complete programme of training for new WWTP
operators and Membrane Operators
This programme of training is fully completed, but will
be continued on an ongoing basis. The new WWTP
Operators commenced in Q1 2010, providing 7 day
supervision of the WWTP, and supervised by EHS
Technical Support. This organization increase has
resulted in huge benefits in the WWTP, including 100%
compliance with IPPCL, improvements in WWTP
controls, monitoring and reporting and general
housekeeping.
Environmental
Laboratory
Programme
Complete validation programme of environmental
procedures
Phase I of the laboratory validation programme is fully
completed. All actions associated with Phase I also fully
completed. Phase II ongoing, due for completion in
2011.
2. New IPPC Licence New Emissions Update monitoring programmes for new emissions (air,
wastewater, waste, etc)
All monitoring programmes have been updated and
completed for Emissions to Sewer and Emissions to Air
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 12
Reference No. Focus Area
Plan Status
for all new emissions under the IPPCL.
Air Abatement Test
Programme
Complete test programme on air abatement associated
with CPG operations
A proposal for air abatement for IPPCL emission point:
A2-30 is fully completed and submitted to the EPA. This
is the only valid air emission point at this time. The
abatement programme was subsequently completed
and submitted to the EPA. Additional actions are
ongoing and the programme will be repeated during
CPG Phase II in 2011.
Update Site Systems Update site SOPs, procedures and systems to
incorporate new IPPC licence requirements
Updates to site SOPs, procedures and systems to
incorporate new IPPC licence requirements are now
fully completed.
3. Spill Prevention
Programme
Spill Prevention
Programme
Progress Spill Prevention Programme, report to the
Agency as required.
This programme is ongoing and the site has retained
the services of the external Chartered Engineer to
continue to progress this programme. Updates to the
EPA as required were provided during 2010 and this
has been financially supported by the site Capital
Programme. This programme is due for full completion
in 2011 due to the complexity of programme.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 13
Reference No. Focus Area
Plan Status
Develop long term programme for management of
bunds and structures onsite
See above.
Complete bunding of site Transformers There is a long term plan in place for bunding of site
transformers which is linked to the site Capital
Programme (financial). T1 & T2 Upgrades were
completed in 2009. T3 was upgraded in August 2010
and T6 was completed in December 2010. T4&T5 to be
upgraded as part of EMP in 2011/2012 and are
submitted to the site Capital Programme for 2011/2012.
Complete bunding of IC2 Foam Suppression System The bunding of the IC2 Foam Suppression was fully
completed in 2010 with full integrity testing completed.
Test Reports were reviewed and approved by
Chartered Engineer.
Implement colour coding of drains onsite This action is one of the final tasks of the Spill
Prevention Programme. As outlined above, this
programme is ongoing and this action is now due to
progress into 2011 for full completion.
4. Maintenance &
Calibration
Maintenance &
Calibration
Review M&C programmes for EHS critical equipment
and develop improvement plan for implementation
All EHS critical equipment identified on M&C
programme (focus on WWTP) as other areas
(TO&CPG) are incorporated into operational M&C
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 14
Reference No. Focus Area
Plan Status
programmes. Register and schedule for M&C is
completed and the programme is ongoing.
Formalise waste analysis programme and complete
analysis required in 2010
Programme completed. Gaps identified and
progressed. SOP finalized. Completed by end of year.
5. Waste Compliance Waste Compliance
Complete review of classification of waste sludge The classification of sludge commenced in Q3 & Q4
with testing of the WWTP sludge. An external
consultant then completed a draft waste classification,
which is currently been reviewed with our waste
contractors. Once approved, this will be submitted to
the EPA for approval. To progress into 2011 for fully
completion.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 15
Site Goal: Reduce the Site EHSIR
Objective: Achieve EHSIR <0.3
Target: 100% Compliance; 5% Reduction in Waste Disposal; 75% Engagement in EHS Training & Awareness
Ref: Env. Sig. Aspects: 001, 002, 003, 004
Rationale: The site EHSIR represents the EHS Incident Rate, which requires to be proactively targeted with improvement
programmes to reduce the rate of non-compliances, accidents, incidents, near misses etc. onsite.
Reference No. Focus Area
Plan Status
Complete review of WWTP operations by external expert Completed.
The site commissioned external engineers Parsons to
complete a Front End Study of the WWTP to increase
treatment capabilities both short term and long term.
Full FES report subsequently received from Parsons.
The long terms actions will be progressed as full
WWTP project in 2011.
Develop Improvement Plan (based on findings of review) See above. The short term actions were commenced in
2010 and included the purchase of pumps and
redundancy equipment for the WWTP. Full installation
will form the basis of the WWTP Project, to be fully
detailed as part of the 2011 EMP.
1. WWTP Improvement Upgrade of
WWTP
Implementation of Improvement Plan See above. Short term actions implemented in 2010.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 16
Site Goal: Reduce the Site EHSIR
Objective: Achieve EHSIR <0.3
Target: 100% Compliance; 5% Reduction in Waste Disposal; 75% Engagement in EHS Training & Awareness
Ref: Env. Sig. Aspects: 001, 002, 003, 004
Rationale: The site EHSIR represents the EHS Incident Rate, which requires to be proactively targeted with improvement
programmes to reduce the rate of non-compliances, accidents, incidents, near misses etc. onsite.
Reference No. Focus Area
Plan Status
Longer term actions to form part of 2011 EMP.
WWTP HAZOP
Actions
Progress priority HAZOP actions in WWTP As above.
WWTP Safety
Programme
Develop and implement a safety programme in the WWTP Excellent progress with this programme, with following
actions completed in 2010 as follows:
1. Installed platform for clarifier, sludge skips &
access platform in inlet/santisation tank.
2. Review of hoists completed. Housekeeping
exceptional. Hazards signed.
3. Developed register of task based risk
assessments. Assessments prioritised.
Training completed & assessments underway.
4. Improvements to WWTP security and signage.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 17
Site Goal: Reduce the Site EHSIR
Objective: Achieve EHSIR <0.3
Target: 100% Compliance; 5% Reduction in Waste Disposal; 75% Engagement in EHS Training & Awareness
Ref: Env. Sig. Aspects: 001, 002, 003, 004
Rationale: The site EHSIR represents the EHS Incident Rate, which requires to be proactively targeted with improvement
programmes to reduce the rate of non-compliances, accidents, incidents, near misses etc. onsite.
Reference No. Focus Area
Plan Status
Developed training for visitors/contractors.
WWTP Metrics Develop WWTP metrics and integrate into site operations Metrics were developed for the WWTP, with daily &
weekly reports completed and issued on an ongoing
basis.
WWTP
Housekeeping
Review housekeeping in WWTP and develop programme
for improvement
Huge improvements completed in 2010. These include
the visuals and signage, as outlined above. Full
relocation of all SE1 continuous equipment from
emission point to dedicated building. Access control
implemented in WWTP and additional controls
implemented on WWTP activities.
2. Air Emissions Thermal Oxidiser
Programme
Review of TO Bypasses and implementation of identified
improvements
Numerous measures completed by team in 2010,
including additional controls through SCADA, suppliers
Megtech, training with personnel, completion of Air
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 18
Site Goal: Reduce the Site EHSIR
Objective: Achieve EHSIR <0.3
Target: 100% Compliance; 5% Reduction in Waste Disposal; 75% Engagement in EHS Training & Awareness
Ref: Env. Sig. Aspects: 001, 002, 003, 004
Rationale: The site EHSIR represents the EHS Incident Rate, which requires to be proactively targeted with improvement
programmes to reduce the rate of non-compliances, accidents, incidents, near misses etc. onsite.
Reference No. Focus Area
Plan Status
Dispersion Modelling. Work to continue into 2011.
Odour Monitoring Update Odour Monitoring Programme to incorporate EPA
Guidance
Programme fully completed. This programme included
a complete update of the site monitoring programme to
reflect EPA guidance on odour monitoring, specified
monitoring locations and documentation to support
odour emission characteristics.
ODS Programme Complete ODS management programme. A dedicated Ozone Depleting Substance management
report completed was completed, incorporating full
register of ODS onsite and a dedicated management
plan. An action plan was developed for the appropriate
management and removal (as required) of ODS. This
programme is progressing and will also be included in
the EMP for 2011.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
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Site Goal: Reduce the Site EHSIR
Objective: Achieve EHSIR <0.3
Target: 100% Compliance; 5% Reduction in Waste Disposal; 75% Engagement in EHS Training & Awareness
Ref: Env. Sig. Aspects: 001, 002, 003, 004
Rationale: The site EHSIR represents the EHS Incident Rate, which requires to be proactively targeted with improvement
programmes to reduce the rate of non-compliances, accidents, incidents, near misses etc. onsite.
Reference No. Focus Area
Plan Status
Develop programme for R22 replacement onsite A capital submission for upgrades was prepared in
2010 and commenced with the ongoing removal of the
site Chillers (contain R22). Full completion to be
addressed within 2011 EMP.
Review of Hazardous & Non-Hazardous Waste
Management Onsite
Ongoing:
Specific actions completed in 2010: including Mapping
of waste streams in each department & Initiated tender
process with contractors to ensure full engagement &
leverage waste management activities onsite.
3. Waste Waste
Improvement
Programme
Development of Improvement Programme for Waste
Prevention, Minimization & Recovery
Implementation of segregation at source in site
canteen, including introduction of compostable waste
streams. Infrastructure installed and training completed.
Programme in place.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
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Site Goal: EHS Management Systems
Objective: Achieve a fully functional certified EHS Management System
Target: 100% Implementation of Management System
Ref: Env. Sig. Aspects: -
Rationale: The site is committed to the implementation of a fully functional site-wide EHS Management System, which will add value
to the business by providing a resource to our site customers for EHS requirements, systems and programmes.
Reference No. Focus
Plan Status
Complete EHS Management System
Policies
In 2010 the site completed a full review of the site EHS
Management system. As part of this, the site developed
guidance (known as policies) for the EHS programmes
onsite. This is to provide guidance on key EHS
programmes for the site. The policies are available on a
dedicated internal website, accessible for all personnel.
Develop Action Plan & Implement Action plan in place and fully completed. As outlined above.
1. EHS Management System
Complete EHS Management System
Manual
As part of the EHS Management system improvement, a
new EHS Manual was developed to provide guidance on
the systems. This is also available onsite through dedicated
website.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
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Reference No. Focus
Plan Status
Complete Certification of EHS Management
Systems to ISO14001/18001
In Q4, the site completed external certification audit with
external certifiers and received certification of the site EHS
Management System to ISO14001 in December 2010.
MILLIPORE IRELAND LTD Environmental Management Programme
End of Year Review 2010 March 2011
Page 22
Site Goal: Sustainability
Objective: Achieve an effective Sustainability Programme
Target: 5% Improvement Year on Year
Ref: Env. Sig.
Aspects:
007
Rationale: The site is committed to the implementation of an effective Sustainability Programme, focusing on improving energy and
resource efficiencies at the facility.
Reference No. Focus
Plan Status
1. Energy Efficiency Programme Develop and implement programme for
refrigerant replacement and utilities upgrade
onsite
Ongoing. See previous items.
2. Resource Efficiency Programme Investigate feasibility of reuse of Reverse
Osmosis Reject Water in Site Operation
Ongoing.
3. Overall Equipment Effectiveness Identify, agree and track OEE Targets for
Ops 1 and Ops2, incorporating PE projects
into plans for improvement.
Completed. OEE tracked as part of weekly metrics for each
operational area. Reviewed by senior management team
on monthly basis. Ongoing programme.
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix V
Proposed Objectives and Targets 2011
Millipore Ireland Ltd. Tullagreen, Carrigtwohill, Co. Cork
ENVIRONMENTAL MANAGEMENT PROGRAMME
PROPOSAL FOR 2011
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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Environmental Management Programme
Proposal for 2011
Table of Contents
1.0 INTRODUCTION ............................................................................................. 3
2.0 SCOPE.................................................................................................................. 3
3.0 REFERENCE ....................................................................................................... 4
4.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2010 - 2015 ................... 5
5.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2010 - 2015 ................... 6
6.0 REPORTING & REVIEW................................................................................. 6
4.0 PROPOSED 2011 ENVIRONMENTAL OBJECTIVES & TARGETS..... 10
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1.0 INTRODUCTION The following Environmental Management Programme (EMP) was prepared in fulfillment of Condition 2.2.2.2 & 2.2.2.3 of IPPC Licence Reg. No. P0571-03, concerning the activities of Millipore Ireland Limited, Carrigtwohill, Co. Cork. Millipore Ireland Limited hereafter referred to as Millipore, is licensed under IPPC Licence Reg. No. P0571-03, granted from the Environmental Protection Agency on March 09th 2010, and is located in Carrigtwohill, Co. Cork. This schedule of Environmental Objectives and Targets and associated Management Programme has been prepared for 2011, in fulfillment of Condition 2.2.2.2 & 2.2.2.3 and will be submitted to the Agency for approval, as part of the Annual Environmental Report for 2010. 2.0 SCOPE In accordance with IPPC licence Condition 2.2.2 and other requirements, a schedule for Environmental Objectives and Targets was prepared for the site. The schedule details the Environmental Objectives the company has set itself for the current five year period, from 2010 – 2015. The targets demonstrate the company’s long term commitment to the protection of the environmental and reflect the site EHS policies. The company endeavors to maintain its policy of continuous improvement and ensure this environmental management programme is dynamic and effectual. The purpose of this environmental management programme is to ensure that a realistic environmental programme, which is implemented throughout the company, supports the schedule of environmental objectives and targets. Therefore, this environmental management programme relates to all areas of company environmental performance incorporated into the operating IPPC licence, regulatory and other requirements.
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MILLIPORE IRELAND LTD Environmental Management Programme
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3.0 REFERENCE IPPC Licence Register No. P0571-03 – Condition 2.2.2.2 & 2.2.2.3 “The licensee shall maintain a Schedule of Environmental Objectives & Targets. The schedule shall, as a minimum provide for a review of all operations and processes, including an evaluation of practicable options for energy and resource efficiency, the use of cleaner technology, cleaner production and the prevention, reduction and minimisation of waste and shall include waste reduction targets. The schedule shall address a five year period as a minimum. The schedule shall be reviewed annually and amendments thereto notified to the Agency for agreement as part of the Annual Environmental Report (AER).” “The licensee shall maintain an EMP including a time schedule for achieving the Environmental Objectives and Targets prepared under Condition 2.2.2.2. Once agreed the EMP shall be maintained by the licensee. It shall include:
- designation of responsibility for targets; - the means by which they may be achieved; - the time within which they may be achieve.
The EMP shall be reviewed annually and amendments thereto notified to the Agency for agreement as part of the Annual Environmental Report (AER).”
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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4.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2010 - 2015
Site EHS Policy Environmental Objectives and Targets are based on identified significant environmental aspects and applicable laws and regulations as per Environmental Objectives and Targets Procedure 0030450 MP. The current site EHS policy contains the following commitments that are cross-referenced where applicable in the Site Environmental Objectives and Targets.
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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5.0 ENVIRONMENTAL OBJECTIVES & TARGETS 2010 - 2015 This Environmental Management Programme 2011 will form the EMP proposal for the period January 01st 2011 to December 31st 2011. However the schedule of Environmental Objectives & Targets will address a five year period as a minimum. The targets aim to combine the priorities of the EPA and Millipore Cork and incorporate them into achievable goals. The Objectives & Targets will review all operations and activities and specifically revaluate practicable options for the following:
- Energy & Resource Efficiency; - Use of Cleaner Technology; - Cleaner Production; and - Prevention, Minimization & Reduction of Waste.
In addition, the Environmental Objectives and Targets will specifically review site operations to ensure new projects and/or potential future production developments, will be suitably included within the Objectives and Targets, as appropriate. The schedule is being reported as part of this environmental management programme, however for each project the following items will be addressed and reporting in the Annual Environmental Report:
- Rationale for undertaking the project; - Target to be achieved; - Programme for achieving the target; - Personnel responsible; - Timeframe for completed.
An individual project may have several different stages of action required to realize the project endpoint. Different personnel may have responsibility for coordinating separate stages of a project, therefore these are individually outlined. In addition, efforts have been made to maximize inputs from all levels of the organistion. The personnel outlined are only those with overall responsibility for coordinating the programme and additional personnel may assist in project realization.
6.0 REPORTING & REVIEW The Environmental Management Programme will be reviewed on an annual basis or when any significant obstacle or business need arise, in order to keep the programme functional and dynamic. The review will assess the following:
- The programme of date of project implementation; - The effective to date of any projects completed, or nearing completion and
other recommendations from key technical staff; - An obstacles of additional benefits encountered in implementing specific
projects;
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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- The relevance and cost effectiveness of the various projects within the programme;
- Any future projects which may be incorporated into the programme. An Annual Environmental Report (AER) will be prepared to document the items outlined above, present amendments to the Objectives & Targets schedule, and other information as specified in the IPPC licence and Agency Guidance Notes on Preparation of AERs. The AER will be submitted to the Agency as required under the terms of the operating IPPC licence.
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Proposal for 2011 March 2011
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Environmental Objectives & Targets 2011
Targets Site Goals Objective Focus Areas for
2011 2010 2011 2012 2013 2014
WWTP Compliance
100% Compliance 100% Compliance 100% Compliance 100% Compliance 100% Compliance
New IPPC Licence
100% Compliance 100% Compliance 100% Compliance 100% Compliance 100% Compliance
Spill Prevention
Programme
0 Spills Impacting
on the Environment
0 Spills Impacting
on the Environment
0 Spills Impacting
on the Environment
0 Spills Impacting
on the Environment
0 Spills Impacting
on the Environment
Maintenance &
Calibration
100% Compliance 100% Compliance 100% Compliance 100% Compliance 100% Compliance
1. 100% IPPC
Licence
Compliance
Achieve 100%
Compliance with all
Licence Parameters
Waste Compliance
100% Compliance 100% Compliance 100% Compliance 100% Compliance 100% Compliance
WWTP Improvement
100% Compliance 100% Compliance 100% Compliance 100% Compliance 100% Compliance
Air Emissions
100% Compliance 100% Compliance 100% Compliance 100% Compliance 100% Compliance
Waste Improvement 5% Reduction in
Waste Disposal
5% Reduction in
Waste Disposal
5% Reduction in
Waste Generation
5% Reduction in
Waste Generation
5% Reduction in
Waste Generation
2. Reduce the site
EHSIR
(EHS Incident Rate)
Achieve EHSIR
<0.3
Training &
Awareness
>75% Engagement
in EHS Training &
Awareness
>75% Engagement
in EHS Training &
Awareness
>75% Engagement
in EHS Training &
Awareness
>75% Engagement
in EHS Training &
Awareness
>75% Engagement
in EHS Training &
Awareness
3. EHS Management Achieve a fully EHS Management
System
100%
Implementation of
100%
Implementation of
100%
Implementation of
100%
Implementation of
100%
Implementation of
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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Environmental Objectives & Targets 2011
Targets Site Goals Objective Focus Areas for
2011 2010 2011 2012 2013 2014
Systems functional certified
EHS Management
System
Management
System
Management
System
Management
System
Management
System
Management
System
Energy Efficiency 5% Improvement on
Previous Year
5% Improvement on
Previous Year
5% Improvement on
Previous Year
5% Improvement on
Previous Year
5% Improvement on
Previous Year
4. Sustainability Achieve an effective
Sustainability
Programme Resource Efficiency 5% Improvement on
Previous Year
5% Improvement on
Previous Year
5% Improvement on
Previous Year
5% Improvement on
Previous Year
5% Improvement on
Previous Year
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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4.0 PROPOSED 2011 ENVIRONMENTAL OBJECTIVES & TARGETS
Site Goal: 100% IPPC Licence Compliance
Objective: Achieve 100% Compliance with all Licence Parameters
Target: 100% Compliance
Rationale: The operating IPPC licence is primary regulatory requirement for the site for the management and control of site operations and associated
environmental emissions.
Reference No. Focus Area
Plan Timeframes Responsibility
Review options for the management of the surface water at
SW1 (i) Option 1 – TOC System (ii) Option 2 – Alternative
System for Management & Monitoring
Q2, 2011 F. Studdert, EHS
Complete next step of preferred option (i) Commissioning of
the TOC monitoring system at SW1 (ii) Agreement with EPA &
installation of alternative management & monitoring system.
Q2, 2011 F. Studdert, EHS
Complete associated Firewater System management
programme and SOP
Q3, 2011 F. Studdert, EHS
WWTP Compliance Programme
Complete associated TOC Warning & Action Levels
Programme and Submission to the EPA
Q3, 2011 F. Studdert, EHS
1. WWTP
WWTP Training Programme Continuation of training & engagement programme for WWTP
operators
Q1-Q4, 2011 L. Gordillo, EHS
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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Site Goal: 100% IPPC Licence Compliance
Objective: Achieve 100% Compliance with all Licence Parameters
Target: 100% Compliance
Rationale: The operating IPPC licence is primary regulatory requirement for the site for the management and control of site operations and associated
environmental emissions.
Reference No. Focus Area
Plan Timeframes Responsibility
Environmental Laboratory
Programme
Complete validation programme of environmental procedures
& Complete installation of MES software programme.
Q1-Q3, 2011 L. Gordillo, EHS
CPG Emissions Strategy (I )Review and agree options for CPG emissions management
(II) Agree strategy with EPA
(III) Implement required monitoring programme for same.
Q3, 2011 S.Duggan (EHS),
CPG Project
Team
2. IPPC Licence
Air Abatement Test Programme Complete second test programme on air abatement
associated with CPG operations Phase II
Q3, 2011 Ross Daly (EHS),
CPG Project
Team
Complete Spill Prevention Programme, report to the Agency
as required.
Q1–Q3, 2011 F.Studdert (EHS)
& Chartered
Engineer
3. Spill Prevention
Programme
Spill Prevention Programme
Develop long term programme for management of bunds and
structures onsite
Q3, 2011 F. Studdert
(EHS) &
Chartered
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
Page 12
Site Goal: 100% IPPC Licence Compliance
Objective: Achieve 100% Compliance with all Licence Parameters
Target: 100% Compliance
Rationale: The operating IPPC licence is primary regulatory requirement for the site for the management and control of site operations and associated
environmental emissions.
Reference No. Focus Area
Plan Timeframes Responsibility
Engineer
Complete bunding of site Transformers – T4/T5 included in
Capital 2011 – to be implemented in 2011 subject to fund
available for 2012.
Q4, 2011 B. McGrath
(Facilities)
Implement colour coding of drains onsite Q4, 2011 F.Studdert (EHS)
& Chartered
Engineer
4. Maintenance &
Calibration
Maintenance & Calibration Implementation of M&C Programme Q1-Q4, 2011 J.Coleman &
P.Barry (WWTP)
Formalise waste analysis programme and complete analysis
required in 2011
Q1-Q4, 2011 L. Gordillo, EHS 5. Waste
Compliance
Waste Compliance
Complete review of classification of waste sludge & submit to
the Agency for agreement.
Q2, 2011 R.Daly, EHS
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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Site Goal: 100% IPPC Licence Compliance
Objective: Achieve 100% Compliance with all Licence Parameters
Target: 100% Compliance
Rationale: The operating IPPC licence is primary regulatory requirement for the site for the management and control of site operations and associated
environmental emissions.
Reference No. Focus Area
Plan Timeframes Responsibility
Complete additional monitoring of waste sludge to verify
classification of waste sludge & submit to the Agency for
agreement.
Q4, 2011 R.Daly, EHS
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
Page 14
Site Goal: Reduce the Site EHSIR
Objective: Achieve EHSIR <0.3
Target: 100% Compliance; 5% Reduction in Waste Disposal; 75% Engagement in EHS Training & Awareness
Rationale: The site EHSIR represents the EHS Incident Rate, which requires to be proactively targeted with improvement programmes to reduce the rate
of non-compliances, accidents, incidents, near misses etc. onsite.
Reference No. Focus Area
Plan Timeframes Responsibility
Appointment of dedicated WWTP Project Engineer to manage
WWTP Project
Q1, 2011 S.Duggan, EHS
Develop & implement short term WWTP Improvement &
Optimisation Plan (based on findings of FES & Works
completed in 2010)
Q2, 2011 Project Engineer
& EHS Team
Develop long term WWTP Capacity Plan for 2011 – 2015
Q2-Q4, 2011 Project Engineer
& EHS Team
Upgrade of WWTP
Develop plan for replacement of the WWTP Underground
Pipeline & commence implementation of plan.
Full completion in 2012.
Q3-Q4, 2011 Project Engineer
& EHS Team
1. WWTP
Improvement
WWTP Safety Programme Ongoing implementation of safety programme in the WWTP Q1-Q4, 2011 L. Gordillo, EHS
2. Air Emissions Thermal Oxidiser Programme Review of TO Bypasses and implementation of identified
improvements
Q1-Q4, 2011 Project Team
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Proposal for 2011 March 2011
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Site Goal: Reduce the Site EHSIR
Objective: Achieve EHSIR <0.3
Target: 100% Compliance; 5% Reduction in Waste Disposal; 75% Engagement in EHS Training & Awareness
Rationale: The site EHSIR represents the EHS Incident Rate, which requires to be proactively targeted with improvement programmes to reduce the rate
of non-compliances, accidents, incidents, near misses etc. onsite.
Reference No. Focus Area
Plan Timeframes Responsibility
Incident Notification Update Incident Reporting SOP to incorporate EPA Guidance Q2, 2011 R.Daly, EHS
Complete ODS management programme Q1, 2011 F.Studdert, EHS ODS Programme
Complete programme for R22 replacement onsite (including
completion of Chiller Project Replacement)
Q1-Q4, 2011 B.McGrath
(Facilities)
Complete Waste Tendering Process for Waste Contractors
onsite
Q1-Q2, 2011 F.Studdert &
L.Gordillo, EHS
Implementation of new waste management system onsite,
based on the Waste Tendering Process.
Q2 – Q4, 2011 F.Studdert &
L.Gordillo, EHS
3. Waste Waste Improvement Programme
Development of Waste Auditing Programme Q3-Q4, 2011 F.Studdert &
L.Gordillo, EHS
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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Site Goal: EHS Management Systems
Objective: Achieve a fully functional certified EHS Management System & Integrate with Merck Corporate Requirements
Target: 100% Implementation of Management System
Rationale: The site is committed to the implementation of a fully functional site-wide EHS Management System, which will add value to the business by
providing a resource to our site customers for EHS requirements, systems and programmes.
In addition, integration of Merck Corporate Requirements into site systems.
Reference No. Focus
Plan Timeframes Responsibility
1. EHS Management System Complete re-certification of EHS Management Systems to
ISO14001/18001
Q4, 2011 F.Studdert &
EHS Team 2. Merck Integration Programme Complete gap analysis, develop and implement programme of
integration
Q1-Q4, 2011 R.Daly & EHS
Team
MILLIPORE IRELAND LTD Environmental Management Programme
Proposal for 2011 March 2011
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r Site Goal: Sustainability
Objective: Achieve an effective Sustainability Programme
Target: 5% Improvement Year on Year
Rationale: The site is committed to the implementation of an effective Sustainability Programme, focusing on improving energy and resource efficiencies at
the facility.
Reference No. Focus
Plan Timeframes Responsibility
1. Energy Efficiency Programme Develop and implement programme for refrigerant
replacement and utilities upgrade onsite
Q1-Q4, 2011 F. Studdert, EHS
& B.McGrath
(Facilities)
2. Resource Efficiency Programme Investigate feasibility of reuse of Reverse Osmosis Reject
Water in Site Operation
Q1-Q4, 2011 B.McGrath
(Facilities)
3. Overall Equipment Effectiveness Identify, agree and track OEE Targets for Ops 1 and Ops2,
incorporating PE projects into plans for improvement/
Q1-Q4, 2011 Production
MILLIPORE IRELAND LTD Objectives & Targets
Proposal for 2011 March 2011
Page 18
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix VI
Solvent Managment Plan
Millipore Ireland BV
SOLVENT MANAGEMENT PLAN FOR 2010
Millipore Ireland BV Solvent Management Plan for 2010
CONTENTS
1. INTRODUCTION.....................................................................................................................................3 2. SOLVENTS DIRECTIVE ........................................................................................................................3 3. SOLVENT DIRECTIVE TERMS .............................................................................................................4 4. ENVIRONMENTAL INCIDENTS.............................................................................................................7 5. SOLVENT DIRECTIVE RESULTS .........................................................................................................8
APPENDICES
Appendix A Overall Solvent Mass Balance
Appendix B Solvents Directive Terminology
Millipore Ireland BV Solvent Management Plan for 2010
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1. INTRODUCTION A mass balance for the period January 2010 - December 2010 was carried out at Millipore Ireland BV. This report examines six solvents on site: Dimethylacetamide (DMAc), methanol, acetone, ethanol, butanol and N Methyl-2-Pyrrolidinone (NMP). This Solvent Management Plan has been prepared in accordance with the requirements of IPPC Licence No.P0571-03, Condition 6.9.4: “The Licensee shall prepare a Solvents Management Plan. Guidelines on the completion of the solvent management plan given in the Emission of Volatile Organic Compounds from Organic Solvents Regulations (S.I. No. 543 of 2002) shall be followed. This Plan shall be submitted to the Agency, as part of the AER annually.”
2. SOLVENTS DIRECTIVE1 The summary of the mass balance results in accordance with the Solvents Directive is presented in Appendix A. The following paragraphs describe the main terms used in the mass balance. These have been modified to reflect the Solvents Directive. The Solvents Directive terminology used for the site is given in Appendix B. The relevant solvents under the Directive are listed below since their vapour pressure is greater than 0.01 kPa at 293.15K.
Solvent Vapour Pressure at 293.15K (kPa)
N,N-Dimethylacetamide (DMAc) 0.2
Methanol 13.0
Acetone 24.5
Ethanol 5.85
Butanol 0.56
N Methyl-2-Pyrrolidinone (NMP) 0.06
During 2011, there will be no new solvents introduced on site with a vapour pressure greater than 0.001 kPa.
1 Council Directive 1999/13/EC on the limitation of emissions of volatile organic compounds due to the use of organic solvents in certain activities and installations as implemented via Emissions of Volatile Organic Compounds from Organic Solvents Regulations 2002, SI 543 of 2002.
Millipore Ireland BV Solvent Management Plan for 2010
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3. SOLVENT DIRECTIVE2 TERMS
Fresh Solvent Input (I1) The input stream consists of the purchases for each solvent and the virgin solvent change of inventory (COI). The purchase of material is determined from delivery records on the computer system.
Recovered & Reused Solvent (I2) Previously, recovered solvent was not considered in the solvent mass balance, as it is an internal loop. This remains the case for the Solvents Directive. In any case the volumes of solvent recovered on-site are still included in the solvent mass balance spreadsheets for completeness. On-site recovery refers to DMAC, acetone and methanol which is recovered from the Durapore process and NMP and Methanol from the IC2 process. The on site recovery figure is determined from Production Records. It was anticipated that NMP would be recovered for reuse on site in 2010. However NMP was not recovered in 2010 as the SRU was unable to handle Sumitomo PES. This Waste stream was sent to WWTP.
Inputs (I = I1 + I2) corresponds to gross usage For the Solvents Directive the input term (I) refers to the sum of fresh solvent and recovered solvent used as input into the process.
The inputs (I) of each solvent for the 2010 PRTR year were calculated from on site databases and engineering estimates. DMAC, methanol, acetone and NMP are recovered on-site. Reuse and recovery are classified as the same for this mass balance.
Accumulation Accumulation incorporates the storage or removal of a substance from the site during the time period in question. The various materials are divided into virgin material, recovered material and waste material. Accumulation is not dealt with as an explicit term in the Solvents Directive. The term accumulation will be individually incorporated into the appropriate terms.
Accumulation of virgin materials have been incorporated into the term I1 (input of fresh solvent)
Accumulation of on-site recovered materials have been incorporated into the term I2 (Solvent recovered and re-used on site)
Accumulation of waste have been incorporated into the term O6 (waste collected to send off-site)
2 Council Directive 1999/13/EC on the limitation of emissions of volatile organic compounds due to the use of organic solvents in certain activities and installations as implemented via Emissions of Volatile Organic Compounds from Organic Solvents Regulations 2002, SI 543 of 2002.
Millipore Ireland BV Solvent Management Plan for 2010
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Output Terms The output element of the solvent mass balance is made up of:
solvent emitted to air through licensed emission points and as fugitive emissions
solvent sent to sewer,
solvent present in products,
solvent treated in thermal oxidizer and wastewater treatment plant,
solvent waste sent off-site,
solvent sent off-site for recovery and reuse,
solvent released in other ways. These terms are discussed below.
Solvent Emissions to Air from Licensed Sources (O1) This term includes solvent emissions lost through:
A1/7: from thermal oxidizer TO1 and TO2
A1/8: from thermal oxidizer TO3. These emissions are continuously monitored.
Solvent Emissions to Air from Fugitive Sources (O4) Outputs to air also arise from fugitive emission sources. The figures for fugitive emissions arise from:
Building Ventilation
Minor Emission Points
Solvent Storage Tanks
Wastewater Treatment Tank losses
Process Components
Hose Decoupling losses
Incidents/uncontrolled releases
Liquid Effluent (O2) In terms of the Solvents Directive, O2 refers to ‘organic solvents lost in water, if appropriate taking into account waste water treatment when calculating O5’. This figure for liquid effluent was calculated based on quarterly effluent analysis results for individual solvent compounds.
Solvent as a Residue in Product (O3) This term does not apply to the Millipore site.
Millipore Ireland BV Solvent Management Plan for 2010
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Lost Due to Chemical or Physical Reaction (O5) Under the Solvents Directive, the term O5 encompasses any solvent which is lost due to chemical or physical reactions including incineration, adsorption, waste water treatment, process reaction etc. This term includes losses due to treatment in the:
On-Site Wastewater Treatment Plant
Thermal Oxidisers (TO1, TO2 & TO3)
Waste Off-Site (O6) A number of solvent waste streams from Millipore Ireland BV are sent off-site for incineration. Waste sent off site for disposal is classed as Solvent Directive term O6 – organic solvents contained in collected waste. It should be noted that any solvent which is sent for reuse/recovery is classed under O8 (organic solvents contained in preparations recovered for reuse but not as input into the process, as long as not counted under O7). It should be noted that the definition of recovery for reuse under the legislation is ‘the use of organic solvents recovered from an installation for any technical or commercial purpose and including use as a fuel but excluding the final disposal of such recovered organic solvent as waste’. Therefore for the Solvents Directive it is important to distinguish between solvent that is sent off-site as waste and solvent that is sent off-site for reuse, including use as a fuel. Accumulation figures for waste drums have been included in the term O6 (waste collected).
Solvent which is Sold as Commercially Valuable Product (O7) This term does not apply to the Millipore site.
Solvent Reused/Recovered Off-Site (O8) The Solvents Directive term O8 (solvents contained in preparations recovered for reuse but not as input into the process) includes waste from Millipore which is sent off-site for recovery.
Organic Solvents released in Other Ways (O9) This term does not apply to the Millipore site.
Millipore Ireland BV Solvent Management Plan for 2010
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4. ENVIRONMENTAL INCIDENTS There was one reported incident involving solvents during 2010:
In June 2010, there was an uncontrolled release of acetone from VMF1 (Durapore) to the WWTP.
This incident is detailed further in the 2010 Annual Environmental Report (AER).
Millipore Ireland BV Solvent Management Plan for 2010
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5. SOLVENT DIRECTIVE RESULTS
Unaccounted Unaccounted is not dealt with in the Solvents Directive. However it has been kept in the Solvent Mass Balance table to give an indication as to the accuracy of the solvent mass balance. The quantity of unaccounted solvent in the mass balance is calculated using the following equation: Unaccounted = Input - Accumulation - Output For the Solvents Directive, the purpose of the solvent mass balance (or solvent management plan as it is known in the Directive) is to calculate fugitive emissions. Fugitive emissions is a broader term than that used in IPPC licensing terms to date – it encompasses emissions to water and residues in product in addition to the usual non-licensed emissions to air.
Solvent Consumption (C) Under the Solvents Directive the term ‘consumed’ is the quantity of organic solvent which is input into the process minus any that is recovered for reuse but not as input into the process. It is expressed as C = I1 – O8. Solvent consumption determines whether an installation comes under the Solvents Regulations or not. For ‘Other Coating, including Metal, Plastic, Textile, Fabric, Film and Paper Coating’ the solvent consumption threshold is > 5 tonnes per year. As can be seen from the calculation for consumption, the more solvent that is recovered for reuse elsewhere (O8), the lower will be the consumption term for the installation. Therefore for the Solvents Directive it is important to distinguish between solvent that is sent off-site as waste and solvent that is sent off-site for reuse, including use as a fuel. For the 2010 solvent mass balance, solvent consumption is as follows:
Table 5.1: Solvent Consumption
Solvents Consumption (kg)
C = I1 - O8
DMAC 43,131
Methanol 172,947
Acetone 324,893
Ethanol 125,308
Butanol 68,504
NMP 11,732
Total 746,515 The solvent consumption figure of 746,515 tonnes for 2010 is above the threshold of > 5 tonnes per year for ‘Other Coating, including Metal, Plastic, Textile, Fabric, Film and Paper Coating’ and therefore the Directive does apply to the site.
Millipore Ireland BV Solvent Management Plan for 2010
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Fugitive Emissions (as calculated by the Solvents Directive Solvent Management Plan) The term ‘fugitive emissions’ as calculated by the Solvent Directive solvent management plan has a broader meaning than in previous solvent mass balances. Under the solvent emissions Directive, the term “fugitive emissions”, as well as including emissions to air other than in waste gases, actually includes solvent emissions to water and solvent residues in product. Previously, in accordance with the site’s IPPC licence, fugitive emissions were just those emissions to air, other media were not included. The Solvents Directive allows for fugitive emissions to be calculated either directly through measurement /estimates or by difference in the solvent mass balance: F = I1 – O1 – O5 – O6 - O7 - O8 (unaccounted figure treated as fugitive emission) or F = O2 + O3 + O4 + O9 (calculated directly through measurement /estimate) Ensuring all fugitive emissions to air are directly quantified will eliminate the need to calculate fugitive emissions by solvent mass balance difference. Hence the uncertainty that is inherent in the quantification of all figures, which would lead to the unaccounted figure being included as part of fugitive emissions, can be avoided.
The Solvents Directive sets a fugitive emission value of 20% of input (I) for the ‘Other Coating, including Metal, Plastic, Textile, Fabric, Film and Paper Coating’ sector (> 15 tonnes solvent consumption threshold per year). Fugitive emissions are outlined in Table 5.2.
Table 5.2: Fugitive Emissions
Solvents Fugitive Emission (kg)
F = O2 + O3 + O4 + O9
DMAC 21
Methanol 8,451
Acetone 9,833
Ethanol 2,230
Butanol 1,247
NMP 7
Total 21,790 (1.21% of Input (I))
It should be noted that Condition 6.9.1 of the sites IPPC license states that ‘Fugitive emission values shall not exceed 5% of solvent input. This fugitive emission limit does not include solvent sold as part of products or preparations in a sealed container’. Therefore, the figure of 1.21% is well below the Solvents Directive limit and the limit set by the site’s IPPC license.
Millipore Ireland BV Solvent Management Plan for 2010
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Other Issues in relation to the Solvents Directive - Specific Risk Phrase Solvents Apart from requirements to meet emission limit values (waste gas and fugitive) and compile solvent management plans, there will also be requirements under the Solvents Directive in relation to specific risk phrase solvents. There are specific requirements under the legislation for solvents which have been assigned one or more of the following risk phrases:
Risk Phrase R45 (may cause cancer)
R46 (may cause heritable genetic damage)
R49 (may cause cancer by inhalation)
R60 (may impair fertility)
R61 (may cause harm to the unborn child)
R40 (limited evidence of a carcinogenic effect) and halogenated
Of the solvents used at Millipore Ireland BV, the following has been assigned one of these risk phrases:
DMAc has been assigned risk phrase R61 (may cause harm to the unborn child). Hence the requirements for specified risk phrase solvents will have to be looked at in relation to the use of DMAc:
Replacing the chemical as far as possible by a less harmful substance or preparation
For discharges where the mass flow is greater than, or equal to, 10 g/h, an emission limit value of 2 mg/Nm3 shall be complied with.
The discharge of these chemicals shall be controlled as emissions from an installation under contained conditions, as far as technically and economically feasible, to safeguard public health and the environment.
In relation to the usage of DMAc on site – this is a base solvent for the membrane manufacturing process and is core to the Millipore site. At this stage there has been no programme in place to replace its usage as this change would require a whole new reformulation of the membrane product as well as total revalidation and customer notification. DMAc is used on site having regard to all applicable Health and Safety legislation to ensure there is no health risk to employees.
Millipore Ireland BV Solvent Management Plan for 2010
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APPENDIX A
OVERALL SOLVENT MASS BALANCE
Mass Balance January - December 2010
CONSUMPTION FUGITIVE
Purchased COI Purchased + COI
Recovered & Reused
Air Licensed Air Fugitive
Liquid Eff sent to sewer
Lost to Product
Lost by reaction
Waste Collected Sold
Sent for Reuse off-
site
Released in Other Ways Unacc % Unacc
threshold for this sector is > 5
tonnes
threshold for this sector is > 20% of
'I'*Solvents Directive Term I1 I2 I O1 O4 O2 O3 O5 O6 O7 O8 O9 C = I1- O8DMAc 78,580 -23,393 55,187 139,353 180,400 0 20 2 0 16,557 -1,240 0 12,056 0 13,653 7.6% 43,131 21Methanol 226,030 -31,070 194,960 687,737 838,682 0 8,443 8 0 109,870 0 0 22,013 0 10,612 1.3% 172,947 8,451Acetone 406,040 -42,521 363,519 204,403 557,142 4,414 9,830 3 0 296,392 3,523 0 38,626 0 -49 0.0% 324,893 9,833Ethanol 129,540 6,275 135,815 0 125,887 0 2,230 0 0 113,150 741 0 10,507 0 -741 -0.6% 125,308 2,230Butanol 80,000 -5,338 74,662 0 73,709 0 1,247 0 0 66,303 0 0 6,159 0 0 0.0% 68,504 1,247NMP 20,040 -619 19,421 -849 19,659 0 7 0 0 1,850 889 0 7,689 0 10,073 51.2% 11,732 7Total 940,230 -96,666 843,564 1,030,644 1,795,479 4,414 21,777 13 0 604,122 3,913 0 97,048 0 33,548 1.9% 746,515 21,790
1.21%
UNACCOUNTED
Kg
FRESH SOLVENT INPUT or USAGE
OUTPUT
Millipore Ireland BV Solvent Management Plan for 2010
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APPENDIX B
SOLVENTS DIRECTIVE TERMINOLOGY
Millipore Ireland BV Solvent Management Plan for 2010
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Solvents Directive Mass Balance Term
Description from the solvents Directive
Relevance of the term to Millipore Ireland BV and previous mass balance term used
Shorthand used in solvent balance
I1 The quantity of organic solvents or their quantity in preparations purchased which are used as input into the process in the time frame over which the mass balance is being calculated
Annual fresh solvent purchases plus the change in inventory (COI) of fresh solvent between the start and end of the year. Was termed ‘input’ in previous solvent mass balances.
Fresh solvent (Purchased + COI)
I2 The quantity of organic solvents or their quantity in preparations recovered and reused as solvent input into the process. (The recycled solvent is counted every time it is used to carry out the activity)
Solvent recovered and reused on-site. Consists of actual recovered amounts and the change in inventory of recovered solvent. Differentiates between solvent recovered and actually reused. Was termed ‘recovered’ in previous solvent mass balances.
Recovered & Reused
I Inputs of organic solvents (I = I1 + I2) Throughput or usage of solvent in production. Was termed ‘gross usage’ in previous solvent mass balances.
Input or Usage
C Consumption (C = I1 – O8). Corresponds to the quantity of organic solvent which in input into the process minus any that is recovered for reuse but not as input into the process.
Consists of fresh solvent purchases and change in inventory minus any solvent sent for reuse elsewhere. This term was not included in previous solvent mass balances.
Consumption
Outputs of organic solvents (O): O1 Emissions in waste gases Solvent lost to air through licensed emission points. Air - Licensed O2 Organic solvents lost in water, if
appropriate taking into account waste water treatment when calculating O5
The quantity of solvent discharged to sewer. Liq. Eff. sent to Sewer
O3 The quantity of organic solvents which remains as contamination or residue in products output from the process
The quantity of solvent present as a contaminant in the finished product. Was termed ‘product’ in previous solvent mass balances.
Lost to Product
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Solvents Directive Mass Balance Term
Description from the solvents Directive
Relevance of the term to Millipore Ireland BV and previous mass balance term used
Shorthand used in solvent balance
O4 Uncaptured emissions of organic solvents to air. This includes the general ventilation of rooms, where air is released to the outside environment via windows, doors, vents and similar openings.
Solvent lost to air other than through unlicensed emission points. Includes building vents, process vents and any relevant incidents. Was termed ‘air - fugitive’ in previous solvent mass balances.
Air - Fugitive
O5 Organic solvents and/or organic compounds lost due to chemical or physical reactions (including for example those which are destroyed, e.g. by incineration or other waste gas or waste water treatments, or captured, e.g. by adsorption, as long as they are not counted under O6, O7 or O8).
Organic solvents and/or organic compounds lost due to chemical or physical reactions
Lost by chem./ phys. Reaction
O6 Organic solvents contained in collected waste.
The quantity of waste solvent generated at the site. Consists of waste sent off-site for disposal and the change in inventory of the waste. In previous solvent mass balances, the change in inventory wasn’t included and the term ‘waste off-site’ was used.
Waste collected
O7 Organic solvents, or organic solvents contained in preparations, which are sold or are intended to be sold as a commercially valuable product.
Not relevant to the site. Any solvent present in products will be as a contaminant only.
-
O8 Organic solvents contained in preparations recovered for reuse but not as input into the process, as long as not counted under O7.
Solvent sent off-site for recovery and reuse in other applications (including use as a fuel). Was termed ‘solvent reused off-site’ in previous solvent mass balances.
Sent for reuse off-site
O9 Organic solvents released in other ways.
Not relevant to the site. -
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Solvents Directive Mass Balance Term
Description from the solvents Directive
Relevance of the term to Millipore Ireland BV and previous mass balance term used
Shorthand used in solvent balance
- - Unaccounted is the difference between fresh solvent input and solvent output and accumulation. Illustrates the accuracy of the solvent mass balance. Unaccounted is not included as a term in the Solvents Directive.
Unaccounted
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix VII
Environmental Noise Survey 2010
PM Dublin Ireland T +353 1 404 0700 PM Cork Ireland T +353 21 435 8922 F +353 1 459 9785, E dublin@pmg.ie www.pmg.ie F +353 21 435 8933, E cork@pmg.ie
Coversheet and Document Template Template:162.TP.020, Issue 6, 11/12/062008
Millipore Ireland
Project No.: Environmental Noise Survey
Project No.: IE0310403
Environmental Noise Survey 2010 File No: IE0310403.22.140 Document Number: IE0310403-22-RP-0001
CURRENT ISSUE
Issue No: B Date: 23/02/11 Reason for Issue: Final
Sign-Off Originator Checker Reviewer Approver Customer Approval
(if required)
Print Name Ross Daly Tim O’Shea Ross Daly
Signature
Date 23/02/11 23/02/11 23/02/11
PREVIOUS ISSUES (Type Names)
Issue No. Date Originator Checker Reviewer Approver Customer Reason for Issue
A 04/01/11 R. Daly T. O’Shea R. Daly For Client Review
Millipore Ireland IE0310403-22-RP-0001 Environmental Noise Assessment 2010 – FINAL 23 February 2011
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CONTENTS 1. INTRODUCTION 1
2 NOISE REGULATIONS AND NOISE ASSESSMENT 2
2.1 Noise Regulations 2 2.2 Survey Equipment 2 2.3 Terminology 3 2.4 One-Third Octave Analysis 3
3 MEASUREMENT LOCATIONS 5
3.1 Noise Sensitive Locations 5 3.2 On-site Boundary Locations 5
4 SURVEY DETAILS AND RESULTS 6
4.1 Noise Sensitive Location and On-site Boundary Results 6
5 NOISE ENVIRONMENT DISCUSSION 9
5.1 Noise Sensitive Location 9 5.2 Onsite/Boundary Locations 10 5.2 Comparison with Previous Noise Surveys 11
6 CONCLUSIONS 13
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Appendices APPENDIX A - SURVEY DETAILS APPENDIX B – SITE MAP APPENDIX C – ONE THIRD OCTAVE TONAL TRENDS
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1. INTRODUCTION PM Group was commissioned by Millipore Ireland to carry out an environmental noise survey at Millipore’s Cork facility located at Tullagreine, Carrigtwohill, Co. Cork. The survey was carried out to satisfy Conditions 4.2 and 6.12 of Millipore’s IPPC Licence Registration No. P0571-03. The survey was carried out by PM acoustic personnel within the Millipore site boundary and at one offsite noise sensitive location over a weekday period of normal operation. The noise survey was carried out on Thursday December 9th and Friday December 10th, 2010. The survey was carried out during normal plant operation. The survey was conducted in accordance with the Environmental Noise Survey Guidance Document (2003) published by the Environmental Protection Agency (EPA) and other relevant guidelines and standards. The IPPC licence conditions sets out that noise emissions from the site should not exceed 55 dB(A) during daytime and 45 dB(A) during night-time hours at noise sensitive locations, and similarly that there should be no clearly audible tonal or impulsive components in such noise emissions at noise sensitive locations. The results and technical analysis of the survey are detailed hereunder.
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2 NOISE REGULATIONS AND NOISE ASSESSMENT
2.1 Noise Regulations
In Ireland the only existing statutory noise limits are imposed by the EPA, which apply to facilities that require an environmental Waste License or an Integrated Pollution and Prevention Control (IPPC) Licence. The EPA has published guidelines relating to control of noise from premises under control of Waste Licences and IPPC Licences, i.e. the EPA Guidance Note for Noise in Relation to Scheduled Activities. These guidelines set out noise limits for facilities operating under the control of EPA licenses. If a site has an EPA Licence, then the licence conditions may impose noise limits of 55dB(A) during the day (08.00-22.00) and 45dB(A) during the night (22.00 – 08.00). In addition, audible tones and impulsive noise should also be avoided at all noise sensitive locations (local residential property) especially at night-time. [A penalty of 5dB(A) is added for tonal and/or impulsive noise.] Table 2.1: EPA Noise Limits Summary
Daytime Time 08.00-22.00
Noise Limit: 55dB (A) at nearest noise sensitive receptors (30-min)
Night-time Time 22.00-08.00
Noise Limit: 45dB (A) at nearest noise sensitive receptors (30-min)
Additional conditions: No site operations should give rise to tonal or impulsive noise at anytime.
As per Schedule B.4 – P0571-03 In addition to the foregoing criteria, noise from a facility should not be of such a nature or occur at such a time that it gives grounds for annoyance. An assessment of the noise emissions from Millipore was undertaken in accordance with the following Standards and Guidance documents.
• Environmental Protection Agency (EPA) “Guidance note for noise in relation to scheduled activities” (2006),
• World Health Organisation (WHO) “Guidelines for Community Noise 1999”.
• BS4142 “Method for Rating industrial noise affecting mixed Residential and Industrial areas”,
2.2 Survey Equipment
Measurements were made using a Brüel & Kjær Type 2250 Sound Meter calibrated with a Brüel & Kjær Type 4231 Sound Level Calibrator. The instruments were checked and calibrated before and after the survey period to ensure no drift in the instrument’s sensitivity had occurred. Measurements at all locations were made at a height of 1.5m above ground level and measurements were free field, taken 1-2m from reflecting surfaces. [The weather conditions were in accordance with the requirements of ISO 1996: Acoustics – Description and Measurement of Environment Noise.] Some very light breezes were present otherwise weather conditions during each measurement period can be considered dry and calm.
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2.3 Terminology
In order to understand the terms used, appropriate definitions are outlined as follows: -
LAeq Is the A-weighted equivalent continuous sound level during a sample time period and effectively represents an average value i.e. the average level recorded over the sampling period and includes all noise events. The closer the LAeq value is to either the LAF10 or LAF90 value indicates the relative impact of the intermittent sources and their contribution. The relative spread between the values determines the impact of noise on the background. The LAeq value has been found to correlate well with human tolerance of noise, and is the value normally used in setting and monitoring industrial noise limits.
LAF10 Refers to those levels in the top 10 percentile of the sampling interval; it is the
level that is exceeded for 10% of the measurement period. It is used to determine the intermittent high noise level features of locally generated noise, i.e. the higher noise levels present in the ambient noise.
LAF90 Refers to those levels in the lower 90 percentile of the sampling interval; it is
the level that is exceeded for 90% of the measurement period. It is used to estimate a background level. It tends to exclude short events such as occasional cars passing (but less so for regular passing traffic), dogs barking, aircraft flyovers etc.
LAMax The LAMax is the maximum reading measured at the sound level meter. It gives
an indication of the highest noise produced by a varying noise source. LAMin The LAMin is the minimum reading measured at the sound level meter. It gives
an indication of the lowest noise produced by a varying noise source. A-weighting is the process by which noise levels are corrected to account for the non-
linearity of human hearing. dB(A) A logarithmic noise scale (decibel). The “A” indicates that a frequency weighting
has been applied to take account of the variation in the sensitivity of the human ear as a function of frequency.
All quoted noise levels are relative pressure of to 2x10-5 Pa. It should be noted that the night-time measurement period of 15-minutes duration is in accordance with the reference time interval as per ISO 1996 “Description and Measurement of Environmental Noise” and BS 4142:1997 “Rating industrial noise affecting mixed residential and industrial areas”.
2.4 One-Third Octave Analysis
One-third (1/3) Octave Band analysis is a method of analysing the structure of a noise, i.e. the frequency spectrum of a noise. The centre frequencies of the one-third octave bands are 12.5Hz, 25Hz, 31.5Hz, 40Hz, 50Hz, 63Hz, 80Hz, 100Hz, 125Hz, 160Hz, 250Hz, 500Hz, 1kHz, 1.25kHz, 1.6kHz, 2kHz, 2.5kHz, 3.15kHz, 4kHz, 5kHz, 6.3kHz, 8kHz, 10kHz, 12.5kHz, 16kHz and 20kHz. The frequency profile of the noise was measured in the 1/3-octave band to assess the potential tonal components, which may be used to identify specific sources of nuisance noise
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at the sensitive receptors. In accordance with ISO 1996 – Description and Measurement of Environment Noise, a source is described as having a tonal element at a particular frequency when it is clearly audible or exceeds the level of the adjacent bands by 5dB or more. For example, a fan or generator running inefficiently can exhibit a tonal noise as a hum or drone. In order to understand how human hearing responds to the 1/3-octave frequency band, Figure 2.1 outlines where the threshold of hearing lies with respect to each range of frequency.
Figure 2.1 - Human Hearing Response (threshold of hearing) Across 1/3-Octave Frequency Data Spectrum
Source: Acoustics and Noise Control; Smith, B.J., Peters, R.J. and Owen, S., 1996.
From Figure 2.1, it can be seen that a noise source of 40Hz would need to be at a level of approximately 40dB(A) in order to be audible. Likewise, a noise source of 50Hz would need to be at a level of approximately 35dB(A) in order to be audible. Similarly, a noise source of 125Hz would need to be at a level of approximately 20dB(A) in order to be audible. It should be noted that the human threshold of hearing is less responsive at low and high frequency extremes of the spectrum, i.e. a sound at a frequency of 16Hz would need to be at a level of approximately 80dB(A) to be heard by humans, and a sound at a frequency of 8kHz would need to be at a level of approximately 15dB(A) to be within the audible range of the human ear.
0
10
20
30
40
50
60
70
80
90
16 20 25 31.5 40 5 0 63 80 100 125 1 60 200 250 315 400 500 630 800 1k 1.25k 1.6k 2k 2.5k 3.15k 4k 5k 6.3k
Frequency (Hz )
dB(
Thresho
Millipore Ireland IE0310403-22-RP-0001 Environmental Noise Assessment 2010 – FINAL 23 February 2011
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3 MEASUREMENT LOCATIONS
The survey included ambient environmental noise measurements at both onsite locations and a noise sensitive location within the immediate proximity to the Millipore site.
3.1 Noise Sensitive Locations Given the rural and estuarine setting of Tullagreine, noise measurements were carried out at a single noise sensitive location in the vicinity of Millipore. This location is described in Table 3.1 below and is approved by the EPA as the nearest sensitive receptor. Table 3.1: Description of Noise Sensitive Locations.
Noise Sensitive Locations Description
NSL 1 Tullagreine House, Tullagreine, Cobh Road, Carrigtwohill, Co. Cork.
3.2 On-site Boundary Locations
Measurements were made at 7 locations within the Millipore site boundary. A description of these locations is included in Table 3.2 below. These locations are concurrent with survey locations used in previous surveys. [See Appendix B – IPPC Site Map.] Table 3.2: Description of Boundary Locations
On-site Locations Description AN 1 (A) Western Site Boundary – 60m from Tullagreine House AN 2 (B) Western Site Boundary – Adjacent to IC1 Tank Farm AN 3 (C) Southern Site Boundary – Site entrance AN 4 (D) Southern Site Boundary – Sports field AN 5 (E) Northern Site Boundary – WWTP AN 6 (F) Northern Site Boundary - rear of Durapore Casting AN 7 (G) Eastern Site Boundary – rear of contractor compound/yard
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4 SURVEY DETAILS AND RESULTS
Measurements were made on a cyclic basis at a noise sensitive location and the Millipore site boundaries over both day and night-time periods. 1/3rd octave band analysis was measured at all locations during the survey period to assess the presence of tonal components in the noise environment.
4.1 Noise Sensitive Location and On-site Boundary Results
Having undertaken day and night-time measurements, the results of the noise monitoring completed and associated observations are included in Table 4.1 and 4.2 Table 4.1 – Levels Detected at Noise Sensitive Locations (nightime and daytime periods)
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or Impulsive Noise
00.25-00.40 50.3 55.3 47.1 52.9 48.0
Traffic on N25 and Cobh Rd dominated the noise environment. Plant operations barely audible – steady state noise pattern.
No tones or impulsive noise audible or detected
Dec 9th
00.40-00.55 50.7 54.2 47.3 52.8 48.6 Same as previous
No tones or impulsive noise audible or detected
13.01-13.16 60.5 65.1 54.5 62.2 58.0
Road traffic continues to be the dominant noise source – numerous HGV’s. Plant barely audible during lulls in traffic only (onsite crane audible only).
No tones or impulsive noise audible or detected
NSL 1
Dec 10th
14.23-14.38 55.8 57.9 53.9 56.7 54.9
Road traffic continues to be the dominant noise source, less traffic than previous measurement. Plant operations inaudible.
No tones or impulsive noise audible or detected
Note: All values in dB (A) re 2x10-5 Pa. Night-time and daytime measurements split over a 30-minute duration Table 4.2 – Noise Levels Detected at Boundary Locations (nightime and daytime periods)
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or Impulsive Noise
Dec 9th
23.23 – 23.38 52.3 63.5 49.3 53.5 50.6
Road traffic audible from Cobh Rd interchange and N25. Plant noise audible from roof of Durapore – chillers, compressors, AHU and flues audible. Dog barking in Tullagreine house.
No tones or impulsive noise audible or detected AN 1 (A)
Dec 10th 12.45 – 13.00 54.3 61.6 52.0 55.1 53.3
Road traffic dominant noise source from Cobh Rd interchange and N25. Plant noise audible from roof of
No tones or impulsive noise audible or detected
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Durapore – chillers, compressors, AHU and flues audible. Birdsong
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or
Impulsive Noise
Dec 9th
23.05 – 23.20 52.5 57.3 48.3 54.2 50.3
Road traffic dominant noise source. Compressors or pumps audible from tank farm.
No tones or impulsive noise audible or detected
AN2 (B)
Dec 10th 12.31-12.46 55.4 58.1 53.4 56.8 54.2
Road traffic dominant noise source. Onsite noise audible primarily from tank farm pumps. No onsite traffic audible at times.
No tones or impulsive noise audible or detected
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or Impulsive Noise
Dec 9th
22.07 -22.22 51.1 60.5 46.2 52.8 48.8
Road traffic on Cobh Road and N25 dominant noise source – HGV’s and modified cars particularly distinguished. Steady state plant noise audible during lulls in traffic. Birdlife audible from estuary. Hiss from gas supply plant also audible at times.
No tones or impulsive noise audible or detected
AN3 (C)
Dec 10th 12.10 – 12.25 55.7 69.7 50.5 56.7 52.5
Road traffic on Cobh Road and N25 dominant noise source. Frequent traffic movements onsite and on local access road. Plant operations inaudible
No tones or impulsive noise audible or detected
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or Impulsive Noise
Dec 9th
22.25 - 22.40 51.1 59.8 47.5 52.7 49.1
Road traffic dominant noise source – monitoring location was in direct line of sight of Cobh Rd interchange. Steady state plant noise observed. Birdsong audible from estuary. Dog barking in Tullagreine House.
No tones or impulsive noise audible or detected
AN4 (D) Dec 10th 11.18 – 11.33 54.9 65.8 49.0 56.7 50.9
Road traffic dominant noise source – monitoring location was in direction line of sight of Cobh Rd interchange. Also onsite and local traffic audible. Steady state plant noise observed.
No tones or impulsive noise audible or detected
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or Impulsive Noise
Dec 9th
00.08 – 00.23 60.0 62.4 58.9 60.7 59.4
Thermal oxidiser and adjacent plant audible over WW plant operations. N25 also clearly audible behind foliage.
No tones or impulsive noise audible or detected AN5 (E)
13.57 – 14.10 62.5 68.6 59.9 63.8 61.0 Thermal oxidiser and
adjacent plant audible. No tones or impulsive noise
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Dec 10th
Squealing-type noise from clarifier audible. N25 clearly audible behind foliage.
audible or detected
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or Impulsive Noise
Dec 9th
23.45 – 00.00 56.7 70.1 50.3 59.8 51.7
N25 road noise clearly influential over noise environment. Steady state plant noise audible.
No tones or impulsive noise audible or detected
AN6 (F) Dec 10th
13.38 – 13.53 66.0 81.8 59.4 66.7 60.9
N25 road noise clearly dominates over plant noise. Boiler and flue systems audible at times of low traffic.
No tones or impulsive noise audible or detected
Location Date Time LAeq LAmax LAmin LA10 LA90 Comments/Observations Tonal or Impulsive Noise
Dec 9th
22.45 – 23.00 53.0 59.7 45.4 55.5 49.1 N25 dominant noise source. Steady state plant noise audible.
No tones or impulsive noise audible or detected
AN7 (G) Dec 10th 11.51 – 12.06 54.7 59.3 51.0 56.7 52.5
N25 dominant noise source including numerous HGV’s. Steady state plant noise audible. HGV delivering to site. Also HGV’s audible on local access road.
No tones or impulsive noise audible or detected
Note: all values in dB (A) re 2x10-5 Pa.
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5 NOISE ENVIRONMENT DISCUSSION
Millipore is currently licensed by the EPA. The Conditions and Schedule of Limits set by the Agency to assess noise levels are as follows: Condition 4.2 Noise from the installation shall not give rise to sound pressure levels
(Leq, T) measured at NSL of the installation which exceed the limit value(s). (Schedule B.2)
Condition 6.12 The licensee shall carry out a noise survey of the site operations annually. The survey programme shall be undertaken in accordance with the methodology specified in the ‘Environmental Noise Survey Guidance Document’ as published by the Agency.
Schedule B.4 Daytime Time 08.00-
22.00 Noise Limit: 55dB (A) at nearest noise sensitive receptors (30-min)
Night-time Time 22.00-08.00
Noise Limit: 45dB (A) at nearest noise sensitive receptors (30-min)
Additional conditions: No site operations should give rise to tonal or impulsive noise at anytime.
In terms of satisfying the conditions and schedule of limits, the following has been deduced from each noise measurement and associated observation.
5.1 Noise Sensitive Location
5.1.1 NSL1 – Tullagriene House Nighttime
Night-time noise levels ranged from LAeq 50.3 - 50.7dB(A). While Millipore operations were only barely audible, the noise environment was mostly influenced by the N25 dual carriageway and Cobh Road interchange. Night-time noise levels were above the EPA scheduled limit of LAeq 45dB (A) on both occasions. It was observed that elevated the LAeq noise levels (which takes account of all noise sources and then deduces an averages level) was dominated by two constant traffic sources within an immediate proximity to Tullagreine House. However, if the LA10 values are assessed against the LAeq values; a difference of only ~2dB is observed. Therefore LA10, which is a measure of locally generated noise i.e. the higher noise levels present in the ambient noise, seems to greatly effect the average noise environment (LAeq). LA10 can be used as a measure of traffic, as traffic is the generated locally. This indicates that Millipore’s nighttime operations (which can be considered background noise) can be considered low in terms of its influence over the average ambient noise environment (LAeq) at the noise sensitive receptor. No tonal or impulsive noise was detected during any of the nighttime measurements. No noise penalties shall be applied.
Millipore Ireland IE0310403-22-RP-0001 Environmental Noise Assessment 2010 – FINAL 23 February 2011
10
Daytime Daytime noise levels ranged from LAeq 60.5 - 55.8dB (A). The noise environment was again primarily influenced by the N25 and Cobh Road. Plant noise was periodically audible during lulls in traffic. Plant noise when audible was considered steady state. Daytime noise levels were above the EPA scheduled limit of 55dB (A) on both occasions. Again both the LAeq and LA10 values show similar values with a variation of ~2dB. Therefore traffic was concluded to be the dominant noise source in the ambient noise environment. No tonal or impulsive noise was detected during the daytime measurements at this location.
5.2 Onsite/Boundary Locations
5.2.1 AN1 - Western Site Boundary – 60m from Tullagreine House Onsite noise levels at the western site boundary ranged from LAeq 52.3dB(A) during the nighttime period to LAeq 54.3 dB(A) during the daytime measurement. The most influential noise sources were predominately located offsite ranging from the N25 during night and daytime periods. There were some onsite operations audible namely vents, chillers, compressors and pumps from the roof area of the Durapore building. However onsite noise was considered low level. No tonal or impulsive noise was detected during the nighttime or daytime measurements at this location.
5.2.2 AN2 - Western Site Boundary – Adjacent to IC1 Tank Farm Onsite noise levels adjacent to the IC1 tank farm ranged from LAeq 52.5dB(A) during the nighttime period to LAeq 55.4 dB(A) during the daytime measurement. The most influential noise source at this location was traffic from the nearby Cobh Road during night and daytime periods. Onsite noise sources were limited to a compressor and pumps within the tank farm. No tonal or impulsive noise was detected during the daytime or nighttime measurements at this location.
5.2.3 AN3 - Southern Site Boundary – Site entrance Onsite noise levels on the southern site boundary ranged from LAeq 51.1dB (A) during the night-time period to LAeq 55.7dB (A) during the daytime measurement. The single dominant noise source during all measurements was road traffic from the Cobh Road and distant N25. Daytime measurements were also influenced by local traffic enter/exiting the Millipore site and using the local access road. No tonal or impulsive noise was detected during the nighttime or daytime measurements at this location. 5.2.4 AN4 – Southern Site Boundary – Sports field Onsite noise levels on the southern site boundary ranged from LAeq 51.1dB(A) during the night-time period and LAeq 54.9dB(A) during the daytime measurement. The dominant noise source during all measurements was road traffic from the Cobh Road and distant N25. Daytime measurements were also influenced by onsite traffic and HGV’s
Millipore Ireland IE0310403-22-RP-0001 Environmental Noise Assessment 2010 – FINAL 23 February 2011
11
using the local access road. Steady-state plant noise was also audible particularly during nighttime periods but was not considered excessive or influential over the noise environment. No tonal or impulsive noise was detected during the daytime or night-time measurements at this location. 5.1.5 AN5 – Northern Site Boundary – WWTP Onsite noise levels on the northern site boundary ranged from LAeq 60.0dB(A) during the night-time period to LAeq 62.5dB(A) during the daytime measurement. While steady state operations of the wastewater treatment plant were audible, the thermal oxidiser (TO3) also contributed to the noise environment. A squealing-type noise was also audible from the movement of the clarifier during the daytime periods. The N25 was also clearly audible throughout both onsite measurements. No tonal or impulsive noise was detected during the daytime or night-time measurements at this location. 5.2.5 AN6 - Northern Site Boundary - rear of Durapore Casting Onsite noise levels on the northern site boundary ranged from LAeq 56.7dB (A) during the night-time period to LAeq 66.0dB (A) during the daytime measurement. Road traffic from the N25 was clearly influential during both nighttime and daytime periods. However steady state plant noise from nearby pumps, flues, vents and boilers were also audible. No tonal or impulsive noise was detected during the daytime or night-time measurements at this location. 5.2.6 AN7 - Eastern Site Boundary – rear of contractor compound/yard Onsite noise levels on the northern site boundary ranged from LAeq 53.0dB (A) during the night-time period to LAeq 54.7dB (A) during the daytime measurement. Road traffic on the N25 was the dominant noise source over the noise environment which included numerous HGV’s. A steady state plant hum was audible at times during the nighttime measurements but was not apparent during the daytime measurement. Traffic movements onsite, including the delivery of a digger and trailer, did however marginally effect the ambient noise environment. No tonal or impulsive noise was detected during the daytime or night-time measurements at this location.
5.2 Comparison with Previous Noise Surveys
[It should be noted that previous noise surveys were not carried out by PM Group, therefore onsite observations can only be compared with previous technical reports.]
Millipore Ireland IE0310403-22-RP-0001 Environmental Noise Assessment 2010 – FINAL 23 February 2011
12
Nighttime noise levels were comparable with the 2009 survey; however LAeq levels at AN1, AN3, AN4, AN5 and AN7 showed an increase by 1-3dB. It is possible that such an increase was due to the speed limit on the N25 being increased from 100km/hr to 120 km/hr hence all vehicles can potentially create elevated noise levels. Also the 2009 survey was carried out on October 27th 2009, when more foliage-cover was present on the trees and hedgerows; hence noise levels retention was reduced. Variations in weather conditions may also have contributed to varying noise levels. Daytime levels are also comparable with 2009 survey levels, where the majority of locations (AN1-5) showed a marked decreased of 1-3dB. The 2009 survey was carried out during the school run period of 14.30-16.30, therefore greater traffic volumes were envisaged. The 2010 survey was carried out during the morning and afternoon periods, where less traffic was likely (particularly on the Cobh Road and interchange). Daytime levels at AN6 & AN7 were noticeably higher in 2010 (+ 3dB) compared to 2009 survey results. Given both locations proximity to the N25, ambient noise was subject to an increased speed limit by road users.
Millipore Ireland IE0310403-22-RP-0001 Environmental Noise Assessment 2010 – FINAL 23 February 2011
13
6 CONCLUSIONS
A daytime and night-time environmental noise survey was successfully carried out at Millipore, Tullagreine, Carrigtwohill, Cork to comply with the IPPC licence conditions and limit schedule of P0571-03. The noise environment at the noise sensitive location was observed to be greatly influenced by traffic on the nearby N25 dual carriageway and Cobh Road Interchange. Both daytime and night-time noise levels were observed to be above the limits set out by the IPPC Licence. However, the noise environment was not subject to excessive or influential noise produced by Millipore operations. Onsite measurements taken at each site location (AN1-7 inclusive) showed that plant processes were audible at each location but considered low-level, steady state and non-tonal in character. All noise levels did show some variation from noise levels in 2009, but the source of such variation can be derived from an increase in speed limit on the N25 (2010 limit 120km/hr, 2009 limit 100km/hr) and seasonal factors (weather and foliage). This was particularly apparent during night-time periods. In terms of satisfying the Conditions/Limit Schedule of Millipore Ireland’s IPPC licence, the noise survey has shown that site operations do not impose a significant impact on the noise environment despite an exceedance of the noise limits at the noise sensitive receptor. It was observed that the noise environment at the noise sensitive receptor is dominated by road traffic from the nearby national and regional road networks.
A14
APPENDIX A
Survey Details
A15
A.1 Instrumentation
• Brüel & Kjaer Type 2260 Investigator Sound Level Meter
• Brüel & Kjaer Type 4231Sound Level Calibrator
The Brüel & Kjaer Type 2250 Investigator Sound Level Meter was calibrated by the Brüel & Kjaer Type 4231 Sound Level Calibrator prior to carrying out the survey. It was subsequently checked, after the survey, to ensure that there was no difference in the instrument’s readings. The meter was mounted on a tripod and stood 1.5m above ground level. Measurements were free field and recorded 1-2m away from any reflecting surfaces. All measurements were made in accordance with ISO 1996 Acoustics – Description and Measurement of Environment Noise. A.2 Weather Conditions The noise survey was carried out from Thursday December 9th and Friday, December 10th, 2010. Weather conditions were in accordance with ISO 1996: Acoustics – Description and Measurement of Environment Noise. Conditions during the survey are highlighted in Table E.1. Table A.1 – Weather Details Observed During the Survey
Max. Windspeed Date Rainfall (mm)
Max. Temp
Min. Temp knots m/s
9/12/2010 0 6.3 -0.1 6.5 3.3
10/12/2010 0.2 6.8 3.8 4.9 2.5
A.3 Survey Personnel
Ross Daly
Senior EHS Consultant
PM Group
A16
APPENDIX B
Site Map
A17
NS
L1
AN
1
AN
2
AN
3
AN
4
AN
7
AN
5
AN
6
A18
APPENDIX C
1/3 Octave Tonal Trends
A19
1/3 Octave Trend -NSL 1 (night)
0102030405060
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Sou
nd P
ress
ure
(dB
)
0.250.45
1/3 Octave Trend - NSL 1 (day)
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Sou
nd P
ress
ure
(dB
)
13.0414.17
A20
1/3 Octave Trend - AN1
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Soun
d P
ress
ure
(dB)
23.2312.45
1/3 Octave Trend - AN2
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Soun
d P
ress
ure
(dB)
23.0512.31
A21
1/3 Octave Trend - AN3
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Sou
nd P
ress
ure
(dB
)
22.0712.10
1/3 Octave Trend - AN4
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Soun
d P
ress
ure
(dB)
22.2511.18
A22
1/3 Octave Trend - AN5
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Soun
d P
ress
ure
(dB)
0.0813.57
1/3 Octave Trend - AN6
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Sou
nd P
ress
ure
(dB
)
23.4513.38
A23
1/3 Octave Trend - AN7
010203040506070
12.5 25 50 10
020
040
080
01.6
k3.1
5 6.3 12.5
Frequency (Hz)
Sou
nd P
ress
ure
(dB
)
22.4511.51
Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix VIII
Groundwater Monitoring Report 2010
Delivering sustainable solutions in a more competitive world
IPPC Groundwater Monitoring Report, 2010
Client: Millipore Ireland Limited
October 2010
www.erm.com
Millipore Ireland Limited
IPPC Groundwater
Monitoring Report, 2010
October 2010
0114243
Prepared by: Brian Rouse and Simon Tillotson
For and on behalf of Environmental Resources Management Approved by: Simon Tillotson
Signed: Position: Partner
Date: 19th October 2010
This report has been prepared by Environmental Resources Management the trading name of Environmental Resources Management Limited, with all reasonable skill, care and diligence within the terms of the Contract with the client, incorporating our General Terms and Conditions of Business and taking account of the resources devoted to it by agreement with the client. We disclaim any responsibility to the client and others in respect of any matters outside the scope of the above. This report is confidential to the client and we accept no responsibility of whatsoever nature to third parties to whom this report, or any part thereof, is made known. Any such party relies on the report at their own risk.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
10
CONTENTS
1 INTRODUCTION 1
1.1 PREAMBLE 1 1.2 REPORT FORMAT 1
2 SITE SETTING 2
2.1 SITE DESCRIPTION 2 2.2 SURROUNDING LAND USE 2 2.3 ENVIRONMENTAL SETTING 2
3 FIELDWORK METHODOLOGIES ADOPTED 4
3.1 SAMPLING LOCATIONS 4 3.2 FIELD OBSERVATIONS 4
4 ANALYTICAL RESULTS 5
4.1 SUMMARY OF ANALYTICAL RESULTS 5 4.2 ASSESSMENT OF ANALYTICAL RESULTS 5
5 CONCLUSIONS 8
6 RECOMMENDATIONS 9
Figures Site Location Plan
Borehole Location Plan
Groundwater Flow Diagram
Annex A Laboratory Certificates
Annex B Generic Quantitative Risk Assessment Tables
Annex C Certificates of Laboratory Chemical Analysis
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
1
1 INTRODUCTION
1.1 PREAMBLE
Environmental Resources Management Limited (ERM) was commissioned by
Millipore Ireland Ltd. (Millipore), to undertake annual monitoring works at
the Carrigtohill Facility (‘the Site’), located at Carrigtohill, County Cork,
Republic of Ireland, identified on Figure 1. The purpose of the annual
monitoring is to satisfy the Environment Protection Agency (EPA) Integration
Pollution Prevention Control (IPPC) Licence (Register No. P0571-02) at the
facility.
This report provides the results of the 2010 monitoring round undertaken on
9th and 10th August 2010.
1.2 REPORT FORMAT
The remainder of this report has been structured as follows:
• Section 2 summarises the environmental setting of the Site;
• Section 3 presents the history of the incidents which have led to this
groundwater monitoring;
• Section 4 describes the field methodologies employed during the fieldwork
programme, the Site-specific ground conditions encountered, observations
and measurements made during the investigation;
• Section 5 details the findings of the assessment and presents the conclusions
of the assessment.
• Section 6 presents the recommendations based on the conclusions of this
monitoring event.
In addition, the following Annexes are attached to the report:
Figures Site Location Plan
Borehole Location Plan
Groundwater Flow Direction
Annex A Detailed Field Methodologies
Annex B Generic Quantitative Risk Assessment Tables
Annex C Certificates of Laboratory Chemical Analysis
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
2
2 SITE SETTING
2.1 SITE DESCRIPTION
The Site is located within a predominantly rural setting in County Cork
approximately 1km west of Carrigtwohill and 10 km east of Cork city centre.
A site location plan is provided as Figure 1.
The Site occupies an area of approximately 38 hectares. The Site topography
generally falls from the north east to south west with a maximum elevation of
6.038 m Above Ordinance Datum (AOB) to north east and a minimum
elevation of 0.765 m AOD in the south west. The majority of the Site is
occupied by a single large building in the northern and central areas of the
site. The area in the south west of the Site is used for fire water retention
ponds, and the area in the south east is used as playing fields.
In the north east corner of the Site is the on-site wastewater treatment facility.
The remaining areas of the Site are landscaped, apart from the two car parking
areas, to the east and west, which are covered with tarmac and gravel.
The Site is currently occupied by the Millipore facility which was purpose
built for Millipore in 1987, for the production of filtration devices and
membrane films; prior to this the Site was undeveloped agricultural land.
2.2 SURROUNDING LAND USE
The surrounding land use is predominantly agricultural, with the closest farm
located adjacent to the southern boundary of the site.
2.3 ENVIRONMENTAL SETTING
2.3.1 Superficial & Solid Geology
Published information identifies that the Site is underlain by superficial
deposits consisting of Glacial Till, comprising of light brown soft sandy gritty
clay, which are further underlain by alluvial deposits compromising of sands
and gravels.
The underlying solid geology comprises of the Dinantian pure unbedded
limestone.
Recent site investigation work identified slightly gravelly silt to clay. The clay
and silt were dry, friable, yet firm, gravels within the clay was well rounded
fine to coarse and included cobbles. The sand content also varied between
boreholes.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
3
The clay was underlain by a series of sand and gravel drift deposits, ranging
from sandy silty gravels to clayey sands. The sands and gravels were
encountered between 4.2 and 5m bgl in the middle of the site, to the west the
gravels were encountered around 2.5m bgl and to the north eastern boundary
the gravels were similarly encountered at 2.5m bgl. The sands and gravels
were generally brown in colour, with gravels being well rounded.
2.3.2 Hydrogeology
The underlying alluvium has been classified as a Locally Important
Sand/Gravel Aquifer. Groundwater flow direction has been calculated to be
in a south west direction.
The underlying bedrock has been classified by the GSI online mapping tool as
a regionally important karstified aquifer.
There are no known groundwater abstractions down gradient of the site,
however, there is potential for there to be unregistered private supply
abstractions.
2.3.3 Hydrology
The closest surface water feature is Slatty Water, which is located 200 m west
of the Site. Slatty water represents the upper reaches of estuarine waters of
Cork harbour.
There are no known recorded surface water abstractions within 1 km of the
Site.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
4
3 FIELDWORK METHODOLOGIES ADOPTED
The site works were undertaken by ERM between 9th and 10th August 2010.
3.1 SAMPLING LOCATIONS
The five monitoring wells designated as the IPPC wells are identified on
Figure 2. Details of the field methodologies used at the Site, the environmental
samples collected and the schedule of samples for laboratory chemical
analysis are included in Annex A.
3.2 FIELD OBSERVATIONS
Each of the five boreholes contained water, and none of the locations
displayed visual or olfactory evidence of hydrocarbon or VOC contamination.
Groundwater Quality
The results of field screening, using a hand-held YSI multiparameter handheld
direct reading field instrument, are summarised in Table 4.3a.
Table 4.3a YSI Testing
Borehole Screening
Criteria
AGW1 AGW2 AGW3 AGW5 AGW6
Parameter (Units)
Temperature (oC) 25 13.98 13.98 12.83 16.91 13.09
Conductivity (µs/cm) 1,000 545 511 654 4,027 408
Dissolved Oxygen (DO
%)
No
abnormal
change
10.4 65.0 35.0 15.5 11.2
pH >6.5 to <9.5 6.74 6.74 6.87 6.67 6.68
pH (pH mv) Not
applicable
14.2 13.9 6.2 17.8 16.9
Redox Potential (ORP) Not
applicable
-58.2 90.1 71.3 993 -35.3
Note: XXX – exceeds screening criteria
The groundwater was sampled using a “low flow” technique with purged
water screened using a YSI multimeter until the readings stabilised.
Groundwater flow at the site has been inferred from measurement of
groundwater elevations to be in a south westerly direction, see Figure 3.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
5
4 ANALYTICAL RESULTS
4.1 SUMMARY OF ANALYTICAL RESULTS
Following concerns over the laboratory previously used to undertake
groundwater sample analysis, Millipore and ERM decided to switch
laboratory provider. Jones Environmental Forensics, a UKAS accredited
laboratory, were utilised to undertake the analysis.
Groundwater samples were submitted for the following analytical suite:
• Metals Suite (arsenic, cadmium, chromium, lead, mercury, selenium,
boron, copper, nickel, zinc;
• Total Ammonia;
• Nitrate (as N);
• Orthophosphate;
• Chloride;
• Fluoride;
• Sodium;
• Magnesium;
• Potassium;
• Calcium;
• Mineral Oil; and
• Organic solvents.
The analytical results are reproduced in Annex B.
The laboratory analytical certificates are included in Annex C.
4.2 ASSESSMENT OF ANALYTICAL RESULTS
4.2.1 Rationale
The assessment of the analytical results has been carried out with reference to
the guidance and methods specified by the Irish Environmental Protection
Agency in their Technical Advice to Third Parties on the Protection of
Groundwater in Ireland, Interim Report. In assessing whether pollution of
groundwater has, or is likely to occur, it is common practice to compare
against Interim Guideline Values (IGVs) defined within this guidance.
4.2.2 Results
The groundwater analytical results were assessed against the relevant IGVs
and are reproduced in Annex B.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
6
The only exceedances of these IGVs are summarised in Table 4.5a below.
Table 4.5a Exceedances of IGVs
Compound IGV Criteria mg/l AGW1 AGW2 AG3 AGW5 AGW6
Orthophosphate 0.03 0.07 0.12 0.10 0.08 0.08
Chloride 30 37.9 31.4 30.2 1369.3 37.8
Potassium 5 10.3 5.2 - 5.2 16.6
Sodium 150 - - - 672.3 -
hexamethyldisiloxane No IGV available - - - - 0.101
hexamethylcyclotrisiloxane No IGV available - - - - 0.125
Note: IGV Criteria – Interim Guideline Value
- = did not exceed IGV
Orthophosphate
Orthophosphate concentrations are consistent across the Site with one of the
highest concentrations noted in AGW3 which represents background
groundwater quality as it is up hydraulic gradient of the Site. This suggests
the orthophosphate concentrations are either typical for background
groundwater in the area or are being impacted by an off site source up
hydraulic gradient of the site.
Chloride
Chloride concentrations are consistent across the Site ranging between
30.2mg/l and 37.9mg/l with the exception of AGW5 which had a
concentration of 1369.3 mg/l. This indicates in general the chloride
concentrations are either typical of groundwater in the area or are being
impacted by an off site source up hydraulic gradient of the site.
The chloride concentration detected in AGW5 has been historically elevated
since it was first installed in 2003. The reported on the installation of the
boreholes on site indicates clean beach sands were encountered at the base
of this borehole and that this may signify an ancient raised beach at this
location. This may result in sea water contributing to the groundwater
regime at this location.
In addition, due to the extreme weather conditions in Q4 2009 and Q1
2010, the site used salt as a de-icing agent to ensure safety of site
personnel and vehicles. AGW5 is adjacent to the main access roadway
into the site and therefore this activity may have resulted in an impact.
However there was no storage of salt in this location.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
7
These factors would explain the elevated chloride readings at this
location.
Potassium
The background monitoring well, AGW3, is below the IGV but all other wells
are above the IGV indicating this may be a result of site activities. The
potassium may be as a result of localised geological conditions or the use of
fertilisers in the area.
Sodium
The sodium concentration in AWG5 has been historically elevated since it was
first installed in 2003. The reported related to the installation of the boreholes
on site indicates clean beach sands were encountered at the base of this
borehole which may signify an ancient raised beach at this location.
This may result in sea water contributing to the groundwater regime at
this location.
In addition, due to the extreme weather conditions in Q4 2009 and Q1
2010, the site used salt as a de-icing agent to ensure safety of site
personnel and vehicles. AGW5 is adjacent to the main access roadway
into the site and therefore this activity may have resulted in an impact.
However there was no storage of salt in this location.
These factors would explain the elevated sodium readings at this
location.
Hexamethyldisiloxane and hexamethylcyclotrisiloxane
There are no IGV values available for these substances. These substances are
currently not used on site and are detected in AGW6 only. AGW1 which is up
gradient of AGW6 but still down gradient of site buildings did not contain
these substances. This would indicate this is a localised occurrence but this
requires further assessment to establish the source of these exceedences and
any risks associated with these exceedences.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
8
5 CONCLUSIONS
Orthophosphate, sodium, chloride and potassium were detected at
concentrations above the IGV criteria.
The orthophosphate results are consistent across the site and are believed to
be representative of the aquifer in this area.
Potassium is elevated in the site monitoring wells but not the background
monitoring wells. The potassium may be as a result of localised geological
conditions or the use of fertilisers in the area. Elevated levels have previously
been recorded on site but as potassium is not used on site this is believed to be
from an external source.
AGW5 has historically shown elevated sodium and chloride levels since it was
first installed in 2003. The reported related to the installation of the boreholes
on site indicates clean beach sands were encountered at the base of this
borehole which may signify an ancient raised beach at this location and
may result in sea water contributing to the groundwater regime at this
location. This would explain the elevated sodium, chloride and
conductivity readings at this location. In addition, due to the extreme
weather conditions in Q4 2009 and Q1 2010, the site used salt as a de-
icing agent to ensure safety of site personnel and vehicles. AGW5 is
adjacent to the main access roadway into the site and therefore this
activity may have resulted in an impact. However there was no storage
of salt in this location. These factors would explain the elevated chloride
readings at this location.
It should also be noted that the receptor of concern, the Slatty Water, will be
saline. It is therefore considered the groundwater from the site is unlikely to
represent a significant risk to the Slatty water.
ENVIRONMENTAL RESOURCES MANAGEMENT MILLIPORE IRELAND LIMITED
9
6 RECOMMENDATIONS
The potassium elevated concentrations will be monitored during the next
IPPC monitoring events to allow comparison over time.
The detection of hexamethyldisiloxane and hexamethylcyclotrisiloxane in
AGW6 also needs further assessment. This borehole should be resampled or
potential sources of these substances identified.
The results obtained from AGW5 will be further assessed to determine the
sodium, chloride and conductivity readings over time and the monitoring
well will be further assessed over low and high tide times to determine if a
trend exists.
Figures
CLIENT: SIZE: TITLE:
DATE: 21/05/2010
DRAWN: MTC
CHECKED: BR
APPROVED:
PROJECT: 0114243
SCALE: As Scale BarDRAWING: REV:
Millipore Ireland BV A4 Figure 1: Site Location Plan Carrigtwohill, Co Cork, Ireland
CorkLocationPlan.mxd 0SOURCE: Reproduced from Ordnance Survey digital map data. © Crowncopyright, All rights reserved. 2007 License number 0100031673.PROJECTION: TM65 Irish Grid
File:
0114
243M
illipore
GIS_
MTC_
BR\C
orkLo
catio
nPlan
.mxd
ERM11th Floor5 Exchange QuayManchester, M5 3EFTel: 0161 958 8800Fax: 0161 958 88880 25
Kilometres
© ERM This print is confidential and is supplied on the understanding that it will be used only as a record to identify or inspect parts, concepts or designs and that it is not disclosed to other persons or to be used for construction purposes without permission.
SITE LOCATION
Carrigtwohill
BH04BH04
BH01BH01
BH05BH05BH03BH03
BH02BH02
AGW2AGW2
BH02BH02
BH05BH05
BH03BH03
BH01BH01
Pit 1RPit 1R
Pit 1bPit 1b
Pit 1LPit 1L
SumpSump
Enlarged View of Sump AreaEnlarged View of Sump Area
Please See Enlarged View of Sump Area
Please See Enlarged View of Sump Area
SB15SB15
SB11SB11SB21SB21
SB2SB2
SB5SB5
SB14SB14
SB4SB4
SB7SB7SB8SB8
SB18SB18
AGW1AGW1
AGW6AGW6
AGW2AGW2
AGW3AGW3
AGW5AGW5
ERM Installed Borehole
BH04BH04
BH02BH02
BH05BH05 BH03BH03
BH01BH01
Fire Retention Pond
Fire Retention Pond
Fire Retention Pond
Fire Retention Pond
Car ParkCar Park
Durapore CastingDurapore Casting
OfficesOffices
OfficesOffices
WarehouseWarehouse
Existing Car ParkExisting Car Park
Contractors CompoundContractors Compound
Wastewater Treatment PlantWastewater Treatment Plant
Proposed Solvent Tank Farm
Proposed Solvent Tank Farm
Proposed Thermal Oxidiser
Proposed Thermal Oxidiser
Hi FlowHi Flow
Manchester Office11th Floor5 Exchange QuayManchester, M5 3EFTelephone: +44 (0) 161 958 8800Facsimile: +44 (0) 161 958 8888
© ERM This print is confidential and is supplied on the understanding that it will be used only as a record to identify or inspect parts, concepts or designs and that it is not disclosed to other persons or to be used for construction purposes without permission.
SOURCE:
CHECKED: BR
APPROVED:
PROJECT: 0114243
SCALE: Not to Scale
REV:
0114243_1 - 04.02.10 0
DATE: 04.02.10
DRAWN: MTC
DRAWING:
SIZE:
A3
CLIENT:
Millipore Ireland BV
TITLE:
Figure 2: Site Layout, Monitoring Well & Sample Location Plan
Carrigtwohill, Co Cork, Ireland
KEY:
Site boundary
ERM installed monitoring wells
IPPC monitoring wells
Remaining monitoring / remediation boreholes
Additional soil sample location
Text to be place here
Text to be place here
Reproduced from Ordnance Survey digital map data. © Crown copyright, All rights reserved. 2009 License number 0100031673
0 6
Metres
N
S
W E
BH04BH04
BH01BH01
BH05BH05BH03BH03
BH02BH02
AGW1AGW1
AGW6AGW6
AGW2AGW2
AGW3AGW3
AGW5AGW5
ERM Installed Borehole
BH04BH04
BH02BH02
BH05BH05 BH03BH03
BH01BH01
2mAOD2mAOD
1mAOD1mAOD
0mAOD0mAOD
SB15SB15
SB11SB11SB21SB21
SB2SB2
SB5SB5
SB18SB18
SB14SB14
SB4SB4
SB7SB7SB8SB8
Fire Retention Pond
Fire Retention Pond
Fire Retention Pond
Fire Retention Pond
Car ParkCar Park
Durapore CastingDurapore Casting
OfficesOffices
OfficesOffices
WarehouseWarehouse
Existing Car ParkExisting Car Park
Contractors CompoundContractors Compound
Wastewater Treatment PlantWastewater Treatment Plant
Proposed Solvent Tank Farm
Proposed Solvent Tank Farm
Proposed Thermal Oxidiser
Proposed Thermal Oxidiser
Hi FlowHi Flow
Manchester Office11th Floor5 Exchange QuayManchester, M5 3EFTelephone: +44 (0) 161 958 8800Facsimile: +44 (0) 161 958 8888
© ERM This print is confidential and is supplied on the understanding that it will be used only as a record to identify or inspect parts, concepts or designs and that it is not disclosed to other persons or to be used for construction purposes without permission.
SOURCE:
CHECKED: BR
APPROVED:
PROJECT: 0114243
SCALE: Not to Scale
REV:
0114243_2 - 04.02.10 0
DATE: 21.05.10
DRAWN: MTC
DRAWING:
SIZE:
A3
CLIENT:
Millipore Ireland BV
TITLE:
Figure 3: Inferred Groundwater Flow Direction
Carrigtwohill, Co Cork, Ireland
KEY:
Site boundary
ERM installed monitoring wells
IPPC monitoring wells
Remaining monitoring / remediation boreholes
Groundwater contour mAOD (metres above ordnance Datum
Inferred direction of flow
Reproduced from Ordnance Survey digital map data. © Crown copyright, All rights reserved. 2009 License number 0100031673
0 6
Metres
N
S
W E
Annex A
Detailed Field
Methodologies
A1 DETAILED FIELD METHODOLOGIE
A1.1 GROUNDWATER SAMPLING
The groundwater encountered within each of the boreholes was purged
and sampled using peristaltic pumps low flow sampling techniques. The
groundwater samples were submitted to Jones Environmental Forensics
laboratories, for analysis of the following parameters, as per the IPPC
licence:
• Conductivity;
• Total Ammonia;
• Nitrate (as N);
• Orthophosphate;
• Chloride;
• Fluoride;
• Sodium;
• Magnesium;
• Potassium;
• Calcium;
• Organic Solvents specifically targeting dimethyl acetamide, methanol and acetone;
• Mineral Oil; and
• Heavy metals.
Sample bottles, once filled and labelled, were transferred to insulated
sample safes, freezer blocks were added to the sample containers to reduce
the loss of volatile materials. Details of decontamination and quality
assurance procedures used in the course of the site investigation are
described in Sections A2.1.
The analytical schedule for groundwater samples is presented in Table
A1.1a.
A2.1 DECONTAMINATION AND QUALITY ASSURANCE/QUALITY CONTROL
General sampling and decontamination procedures used in the course of
the site investigations were designed to allow the collection of
representative samples and to minimise the potential for cross-
contamination between samples. In addition, a rigorous programme of field
QA/QC was implemented including sample labelling and chain-of-custody
documentation.
A2.2 SAMPLE ACQUISITION AND PREPARATION
During sample collection, relevant information such as field observations
was logged in the field book before transferring the samples to laboratory-
prepared sample bottles. In the course of sampling, especially for samples
destined for volatile analysis, care was taken to fill groundwater sample
bottles completely to minimise remaining headspace. Care was also taken
to minimise the aeration of samples during transfer to the bottles.
As part of the overall sampling QA/QC package, sample tags and 'Chain-
of-Custody' travel documents were filled out for each sample. This allowed
tracking of the samples from acquisition through to analysis. These forms
were enclosed in the sample coolers shipped to the laboratory.
During sampling and decontamination activities, disposable nitrile gloves
were worn to prevent transfer of contaminants from other sources.
Annex B
Generic Quantitative Risk
Assessment Tables
Groundwater Analytical Results
Screening Criteria
Metals
Arsenic mg/l 0.01 <0.0009 <0.0009 0.0029 <0.0009 <0.0009
Boron mg/l 1.00 0.027 0.025 0.014 0.015 0.244
Cadmium mg/l 0.005 0.0001 <0.00003 0.0001 0.001 <0.00003
Chromium mg/l 0.03 <0.0002 <0.0002 0.0005 <0.0002 <0.0002
Copper mg/l 0.030 <0.003 <0.003 <0.003 <0.003 <0.003
Lead mg/l 0.01 <0.0004 <0.0004 0.001 <0.0004 <0.0004
Mercury mg/l 0.001 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005
Nickel mg/l 0.02 0.001 <0.0002 <0.0002 0.001 <0.0002
Selenium mg/l n.v. <0.0012 <0.0012 <0.0012 0.002 <0.0012
Zinc mg/l 0.10 <0.0015 <0.0015 0.002 0.003 <0.0015
Inorganics
pH >6.5-<9.5 8.05 8.12 8.06 7.95 8.04
Ammonia (as ammonium) mg/l 0.15 0.64 <0.2 <0.2 <0.2 <0.2
Nitrate as N# mg/l 25.00 0.35 8.98 7.00 4.14 0.31
Ortho phosphate as PO4# mg/l 0.03 0.07 0.12 0.10 0.08 0.08
Sulphate# mg/l 200.00 18.83 15.85 15.88 18.89 8.10
Chloride# mg/l 30.00 37.9 31.4 30.2 1369.3 37.8
Fluoride mg/l 1.00 <0.3 <0.3 <0.3 <0.3 <0.3
Calcium - dissolved# mg/l 200.00 74.2 77.9 121.7 127.6 10.1
Magnesium - dissolved# mg/l 50.00 8.1 9.2 7.2 18.1 17.2
Potassium - dissolved# mg/l 5.00 10.3 5.2 1.2 5.2 16.6
Sodium - dissolved# mg/l 150.00 19.3 19.6 17.8 672.3 42.0
VOCs
Disiloxane, hexamethyl- mg/l n.a. n.d. n.d. n.d. n.d. 0.101
Cyclotrisiloxane, hexamethyl- mg/l n.a. n.d. n.d. n.d. n.d. 0.125
Mineral Oil mg/l 0.10 <0.01 <0.01 <0.01 <0.01 <0.01
No Phenols Detected
No PAHs Detected
No Phthalates Detected
No other SVOCs Detected
Note:
n.d - not detected above detection limit
n.a. - not available
EPA IGV - Environmental Protection Agency Interim Guidline Values
exceeds screening criteria
Analyte
Concentration
EPA IGVUnits
AGW1 AGW2 AGW3 AGW5 AGW6
Annex C
Certificates of Laboratory
Chemical Analysis.
Unit 3 Deeside Point
Zone 3
Deeside Industrial Park
Deeside
No.4225
Attention :
Date :
Your reference :
Our reference :
Location :
Date samples received :
Status :
Issue :
J W Farrell- Jones CChem FRSC
Chartered Chemist
3
Thirteen samples were received for analysis on 11th August 2010 which was completed on 24th August 2010. 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.
All interpretations and opinions are outside the scope of any accreditation, and all results relate only to samples supplied.
All analysis is reported on a dry weight basis unless stated otherwise. Results are not surrogate corrected.
Millipore
11th August 2010
Final Report
Brian Rouse
24th August 2010
114243
Test Report 10/3769
Jones Environmental Laboratory
CH5 2UA
Tel: +44 (0) 1244 833780
Fax: +44 (0) 1244 833781
ERM
The Capel Building
Mary's Abbey
Dublin 7
QF-PM 3.1 v3Please 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 11
Jones Environmental Laboratory
Client Name: Report : Liquids
Reference:
Location:
Contact: Liquids/products: V=40ml vial, G=glass bottle, P=plastic bottle
JE Job No.: 10/3769 H=H2SO4, Z=ZnAc, N=NaOH, HN=HN03
J E Sample No. 1-5 6-10 11-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50
Sample ID SB2 SB4 SB5 SB8 SB14 SB15 SB18 SB21 AGW1 AGW2
Depth - - - - - - - - - -
COC No / misc
Containers V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G
Sample Date 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10
Sample Type Water Water Water Water Water Water Water Water Water Water
Batch Number 1 1 1 1 1 1 1 1 1 1
Date of Receipt 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10
pH# ~ ~ ~ ~ ~ ~ ~ ~ 8.05 8.12 <0.01 pH units TM073
Electrical Conductivity# @25°C ~ ~ ~ ~ ~ ~ ~ ~ 510 452 <100 µS/cm TM28/PM11
Amm N2/Tot Ammonia as NH3# ~ ~ ~ ~ ~ ~ ~ ~ 0.6 <0.2 <0.2 mg/l TM038W
Nitrate as N# ~ ~ ~ ~ ~ ~ ~ ~ 0.08 2.04 <0.05 mg/l TM038W
Ortho phosphate as PO4# ~ ~ ~ ~ ~ ~ ~ ~ 0.07 0.12 <0.06 mg/l TM038W
Sulphate# ~ ~ ~ ~ ~ ~ ~ ~ 18.83 15.85 <0.05 mg/l TM038W
Chloride# ~ ~ ~ ~ ~ ~ ~ ~ 37.9 31.4 <0.3 mg/l TM038W
Fluoride ~ ~ ~ ~ ~ ~ ~ ~ <0.3 <0.3 <0.3 mg/l TM027W
Calcium - dissolved# ~ ~ ~ ~ ~ ~ ~ ~ 74.2 77.9 <0.2 mg/l TM 030W
Magnesium - dissolved# ~ ~ ~ ~ ~ ~ ~ ~ 8.1 9.2 <0.1 mg/l TM 030W
Potassium - dissolved# ~ ~ ~ ~ ~ ~ ~ ~ 10.3 5.2 <0.1 mg/l TM 030W
Sodium - dissolved# ~ ~ ~ ~ ~ ~ ~ ~ 19.3 19.6 <0.1 mg/l TM 030W
VOCs TICs ~ ~ ~ ~ ~ ~ ~ ~ ND ND <100 μg/l TM15/PM10
VOCs # ~ ~ ~ ~ ~ ~ ~ ~ see tab see tab <1-5 μg/l TM15/PM10
SVOCs (dissolved) ~ ~ ~ ~ ~ ~ ~ ~ see tab see tab <10 μg/l TM16/PM9
SVOC TICs ~ ~ ~ ~ ~ ~ ~ ~ ND ND <100 μg/l TM16/PM9
Mineral Oil ~ ~ ~ ~ ~ ~ ~ ~ <10 <10 <10 μg/ l TM5/PM9
Arsenic - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ <0.9 <0.9 <0.9 µg/l TM 030W
Boron - dissolved ~ ~ ~ ~ ~ ~ ~ ~ 27.0 25.0 <2.0 µg/l TM 030W
Cadmium - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ 0.10 <0.03 <0.03 µg/l TM 030W
Chromium - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ <0.2 <0.2 <0.2 µg/l TM 030W
Copper - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ <3 <3 <3.0 µg/l TM 030W
Mercury - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ <0.5 <0.5 <0.5 µg/l TM 030W
Nickel - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ 1.0 <0.2 <0.2 µg/l TM 030W
Lead - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ <0.4 <0.4 <0.4 µg/l TM 030W
Selenium - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ <1.2 <1.2 <1.2 µg/l TM 030W
Zinc - dissolved # ~ ~ ~ ~ ~ ~ ~ ~ <1.5 <1.5 <1.5 µg/l TM 030W
Dissolved Methane ~ 3980 ~ 14879 ~ 10803 ~ 7265 ~ ~ <1 µg/l TM25
Dissovled CO2 ~ 59961 ~ 90161 ~ 29726 ~ 44729 ~ ~ <1 µg/l TM25
LOD UnitsMethod
No.
Please see attached notes for all
abbreviations and acronyms
ERM
Brian Rouse
Millipore
114243
QF-PM 3.1 v6Please 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 11
Jones Environmental LaboratoryClient Name: Report : Liquids
Reference:
Location:
Contact: Liquids/products: V=40ml vial, G=glass bottle, P=plastic bottle
JE Job No.: 10/3769 H=H2SO4, Z=ZnAc, N=NaOH, HN=HN03
J E Sample No. 1-5 6-10 11-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50
Sample ID SB2 SB4 SB5 SB8 SB14 SB15 SB18 SB21 AGW1 AGW2
Depth - - - - - - - - - -
COC No / misc
Containers V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G
Sample Date 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10
Sample Type Water Water Water Water Water Water Water Water Water Water
Batch Number 1 1 1 1 1 1 1 1 1 1
Date of Receipt 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10
COD 17 <7 20 2343 13 12 <7 <7 ~ ~ <7 mg/l TM057W
Alcohols and acetates
Methyl Alcohol <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
Ethyl Alcohol <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
i-Propyl Alcohol <500 <500 <500 5816 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
n-Propyl Alcohol <500 <500 <500 2750 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
n-Butyl Alcohol <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
n-Pentyl Alcohol <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
n-Hexyl Alcohol <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
n-Heptyl Alcohol <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
Methyl Acetate <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
Ethyl Acetate <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
i-Propyl Acetate <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
n-Propyl Acetate <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
n-Butyl Acetate <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
THF <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
Cyclohexane <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
Acetone <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
N-Methyl-2-pyrrolidone (NMP) <500 <500 <500 <500 <500 <500 <500 <500 ~ ~ <500 μg/l TM083
Alcohols and acetates tics ND ND ND ND ND ND ND ND ~ ~ <500 μg/l TM083
LOD UnitsMethod
No.
ERM
114243
Millipore
Brian Rouse
Please see attached notes for all
abbreviations and acronyms
QF-PM 3.1 v6Please 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 11
Jones Environmental LaboratoryClient Name: Report : Liquids
Reference:
Location:
Contact: Liquids/products: V=40ml vial, G=glass bottle, P=plastic bottle
JE Job No.: 10/3769 H=H2SO4, Z=ZnAc, N=NaOH, HN=HN03
J E Sample No. 51-55 56-60 61-65
Sample ID AGW3 AGW5 AGW6
Depth - - -
COC No / misc
Containers V,V,H,P,G V,V,H,P,G V,V,H,P,G
Sample Date 10/08/10 10/08/10 10/08/10
Sample Type Water Water Water
Batch Number 1 1 1
Date of Receipt 11/08/10 11/08/10 11/08/10
pH# 8.06 7.95 8.04 <0.01 pH units TM073
Electrical Conductivity# @25°C 566 3937 372 <100 µS/cm TM28/PM11
Amm N2/Tot Ammonia as NH3# <0.2 <0.2 <0.2 <0.2 mg/l TM038W
Nitrate as N# 1.59 0.94 0.07 <0.05 mg/l TM038W
Ortho phosphate as PO4# 0.10 0.08 0.08 <0.06 mg/l TM038W
Sulphate# 15.88 18.89 8.10 <0.05 mg/l TM038W
Chloride# 30.2 1369.3 37.8 <0.3 mg/l TM038W
Fluoride <0.3 <0.3 <0.3 <0.3 mg/l TM027W
Calcium - dissolved# 121.7 127.6 10.1 <0.2 mg/l TM 030W
Magnesium - dissolved# 7.2 18.1 17.2 <0.1 mg/l TM 030W
Potassium - dissolved# 1.2 5.2 16.6 <0.1 mg/l TM 030W
Sodium - dissolved# 17.8 672.3 42.0 <0.1 mg/l TM 030W
VOCs TICs ND ND see tab <100 μg/l TM15/PM10
VOCs # see tab see tab see tab <1-5 μg/l TM15/PM10
SVOCs (dissolved) see tab see tab see tab <10 μg/l TM16/PM9
SVOC TICs ND ND ND <100 μg/l TM16/PM9
Mineral Oil <10 <10 <10 <10 μg/ l TM5/PM9
Arsenic - dissolved # 2.9 <0.9 1.8 <0.9 µg/l TM 030W
Boron - dissolved 14.0 15.0 244.0 <2.0 µg/l TM 030W
Cadmium - dissolved # 0.10 1.00 <0.03 <0.03 µg/l TM 030W
Chromium - dissolved # 0.5 <0.2 0.3 <0.2 µg/l TM 030W
Copper - dissolved # <3 <3 <3 <3.0 µg/l TM 030W
Mercury - dissolved # <0.5 <0.5 <0.5 <0.5 µg/l TM 030W
Nickel - dissolved # <0.2 1.0 <0.2 <0.2 µg/l TM 030W
Lead - dissolved # 1.0 <0.4 <0.4 <0.4 µg/l TM 030W
Selenium - dissolved # <1.2 2.0 <1.2 <1.2 µg/l TM 030W
Zinc - dissolved # 2.0 3.0 <1.5 <1.5 µg/l TM 030W
114243
Millipore
ERM
Brian Rouse
Please see attached notes for all
abbreviations and acronyms
LOD UnitsMethod
No.
QF-PM 3.1 v6Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 4 of 11
Jones Environmental LaboratoryClient Name: Report : Liquids
Reference:
Location:
Contact: Liquids/products: V=40ml vial, G=glass bottle, P=plastic bottle
JE Job No.: 10/3769 H=H2SO4, Z=ZnAc, N=NaOH, HN=HN03
J E Sample No. 51-55 56-60 61-65
Sample ID AGW3 AGW5 AGW6
Depth - - -
COC No / misc
Containers V,V,H,P,G V,V,H,P,G V,V,H,P,G
Sample Date 10/08/10 10/08/10 10/08/10
Sample Type Water Water Water
Batch Number 1 1 1
Date of Receipt 11/08/10 11/08/10 11/08/10
COD <7 ~ ~ <7 mg/l TM057W
Alcohols and acetates
Methyl Alcohol <500 ~ ~ <500 μg/l TM083
Ethyl Alcohol <500 ~ ~ <500 μg/l TM083
i-Propyl Alcohol <500 ~ ~ <500 μg/l TM083
n-Propyl Alcohol <500 ~ ~ <500 μg/l TM083
n-Butyl Alcohol <500 ~ ~ <500 μg/l TM083
n-Pentyl Alcohol <500 ~ ~ <500 μg/l TM083
n-Hexyl Alcohol <500 ~ ~ <500 μg/l TM083
n-Heptyl Alcohol <500 ~ ~ <500 μg/l TM083
Methyl Acetate <500 ~ ~ <500 μg/l TM083
Ethyl Acetate <500 ~ ~ <500 μg/l TM083
i-Propyl Acetate <500 ~ ~ <500 μg/l TM083
n-Propyl Acetate <500 ~ ~ <500 μg/l TM083
n-Butyl Acetate <500 ~ ~ <500 μg/l TM083
THF <500 ~ ~ <500 μg/l TM083
Cyclohexane <500 ~ ~ <500 μg/l TM083
Acetone <500 ~ ~ <500 μg/l TM083
N-Methyl-2-pyrrolidone (NMP) <500 ~ ~ <500 μg/l TM083
Alcohols and acetates tics ND ~ ~ <500 μg/l TM083
Please see attached notes for all
abbreviations and acronyms
LOD UnitsMethod
No.
114243
Millipore
ERM
Brian Rouse
QF-PM 3.1 v6Please 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 11
Jones Environmental Laboratory
Client Name: SVOC Report : LIQUID
Reference:
Location:
Contact:
JE Job No.: 10/3769
J E Sample No. 41-45 46-50 51-55 56-60 61-65
Sample ID AGW1 AGW2 AGW3 AGW5 AGW6
Depth - - - - -
COC No / misc
Containers V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G
Sample Date 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10
Sample Type Water Water Water Water Water
Batch Number 1 1 1 1 1
Date of Receipt 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10
Phenols
2-Chlorophenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2-Methylphenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2-Nitrophenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2,4-Dichlorophenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2,4-Dimethylphenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2,4,5-Trichlorophenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2,4,6-Trichlorophenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
4-Chloro-3-methylphenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
4-Methylphenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
4-Nitrophenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Pentachlorophenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Phenol <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
PAHs
2-Chloronaphthalene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2-Methylnaphthalene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Naphthalene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Acenaphthylene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Acenaphthene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Fluorene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Phenanthrene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Anthracene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Fluoranthene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Pyrene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Benz(a)anthracene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Chrysene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Benzo(bk)fluoranthene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Benzo(a)pyrene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Indeno(123cd)pyrene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Dibenzo(ah)anthracene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Benzo(ghi)perylene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Phthalates
Bis(2-ethylhexyl) phthalate <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Butylbenzyl phthalate <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Di-n-butyl phthalate <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Di-n-Octyl phthalate <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Diethyl phthalate <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Dimethyl phthalate <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Other SVOCs
1,2-Dichlorobenzene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
1,2,4-Trichlorobenzene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
1,3-Dichlorobenzene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
1,4-Dichlorobenzene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2-Nitroaniline <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2,4-Dinitrotoluene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
2,6-Dinitrotoluene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
3-Nitroaniline <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
4-Bromophenylphenylether <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
4-Chloroaniline <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
4-Chlorophenylphenylether <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
4-Nitroaniline <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Azobenzene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Bis(2-chloroethoxy)methane <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Bis(2-chloroethyl)ether <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Carbazole <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Dibenzofuran <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Hexachlorobenzene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Hexachlorobutadiene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Hexachlorocyclopentadiene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Hexachloroethane <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Isophorone <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
N-nitrosodi-n-propylamine <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Nitrobenzene <10 <10 <10 <10 <10 <10 μg/ l TM16/PM9
Please see attached notes for all
abbreviations and acronyms
LOD UnitsMethod
No.
ERM
114243
Millipore
Brian Rouse
QF-PM 3.1 v3Please 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 11
Jones Environmental Laboratory
Client Name: VOC Report : LIQUID
Reference:
Location:
Contact:
JE Job No.: 10/3769
J E Sample No. 41-45 46-50 51-55 56-60 61-65
Sample ID AGW1 AGW2 AGW3 AGW5 AGW6
Depth - - - - -
COC No / misc
Containers V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G V,V,H,P,G
Sample Date 10/08/10 10/08/10 10/08/10 10/08/10 10/08/10
Sample Type Water Water Water Water Water
Batch Number 1 1 1 1 1
Date of Receipt 11/08/10 11/08/10 11/08/10 11/08/10 11/08/10
Dichlorodifluoromethane <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Methyl Tertiary Butyl Ether <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Chloromethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Vinyl Chloride <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Bromomethane <1 <1 <1 <1 <1 <1 μg/l TM15/PM10
Chloroethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Trichlorofluoromethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,1-Dichloroethene # <6 <6 <6 <6 <6 <6 μg/l TM15/PM10
Carbon Disulphide # NA NA NA NA NA <3 μg/l TM15/PM10
Dichloromethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
trans-1-2-Dichloroethene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,1-Dichloroethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
cis-1-2-Dichloroethene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
2,2-Dichloropropane <1 <1 <1 <1 <1 <1 μg/l TM15/PM10
Bromochloromethane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Chloroform # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,1,1-Trichloroethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,1-Dichloropropene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Carbon tetrachloride # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
1,2-Dichloroethane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Benzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Trichloroethene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,2-Dichloropropane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Dibromomethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Bromodichloromethane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
cis-1-3-Dichloropropene # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Toluene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
trans-1-3-Dichloropropene # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
1,1,2-Trichloroethane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Tetrachloroethene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,3-Dichloropropane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Dibromochloromethane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
1,2-Dibromoethane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Chlorobenzene # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
1,1,1,2-Tetrachloroethane # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Ethylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
p/m-Xylene # <5 <5 <5 <5 <5 <5 μg/l TM15/PM10
o-Xylene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Styrene # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Bromoform # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
Isopropylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,1,2,2-Tetrachloroethane <4 <4 <4 <4 <4 <4 μg/l TM15/PM10
Bromobenzene # <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
1,2,3-Trichloropropane # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Propylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
2-Chlorotoluene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,3,5-Trimethylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
4-Chlorotoluene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
tert-Butylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,2,4-Trimethylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
sec-Butylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
4-Isopropyltoluene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,3-Dichlorobenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,4-Dichlorobenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
n-Butylbenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,2-Dichlorobenzene # <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
1,2-Dibromo-3-chloropropane <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
1,2,4-Trichlorobenzene <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Hexachlorobutadiene #
<3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Naphthalene <2 <2 <2 <2 <2 <2 μg/l TM15/PM10
1,2,3-Trichlorobenzene <3 <3 <3 <3 <3 <3 μg/l TM15/PM10
Please see attached notes for all
abbreviations and acronyms
LOD UnitsMethod
No.
ERM
114243
Millipore
Brian Rouse
QF-PM 3.1 v3Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 7 of 11
Jones Environmental Laboratory
VOCs - Tentatively Identified Compounds (TICs)
Job number: 10/3769 Method TM15/PM10
Sample number: 61
Sample identity: AGW6
Sample depth: -
Sample Type: Water
Units: ug/l
Retention Time
(minutes)
Disiloxane, hexamethyl- 3.95 101
Cyclotrisiloxane, hexamethyl- 4.96 125
note: Only samples with TICs (if requested) are reported. If TICs were requested but no compounds found they are
not reported.
Tentative Compound Identification Concentration
QF-PM 3.1 v3
Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 8 of 11
Job number:
Sample number:
Sample identity:
Sample depth:
Sample Type:
Units:
2.42 300
2.53 5816
3.29 2750
5.18 3856
5.41 35874
5.78 9338
6.42 10650Cyclotetrasiloxane, octamethyl-
1-Pentanol, 2-methyl-
SB8
~
water
ug/lnote: Only samples with TICs (if requested) are reported. If TICs were requested but no compounds found they are not
reported.
Tentative Compound Identification Retention Time
(minutes)Concentration
Acetone
Isopropyl Alcohol
1-Propanol
1,3-Dioxolane, 2-ethyl-4-methyl-
Propanoic acid, propyl ester
16
Jones Environmental LaboratoryVOCs - Tentatively Identified Compounds (TICs)
3769
QF-PM 3.1 v5
Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. Page 9 of 11
Alcohol and Acetate Standard
2 . 0 0 2 . 5 0 3 . 0 0 3 . 5 0 4 . 0 0 4 . 5 0 5 . 0 0 5 . 5 0 6 . 0 0
1 0 0 0 0
2 0 0 0 0
3 0 0 0 0
4 0 0 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
8 0 0 0 0
9 0 0 0 0
1 0 0 0 0 0
1 1 0 0 0 0
1 2 0 0 0 0
T i m e - - >
A b u n d a n c e
T I C : A lc 0 1 8 . D \ D A T A S I M . M S
He
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10/3769-16
2 . 0 0 2 . 5 0 3 . 0 0 3 . 5 0 4 . 0 0 4 . 5 0 5 . 0 0 5 . 5 0 6 . 0 0 6 . 5 0 7 . 0 0 7 . 5 0
2 0 0 0 0
4 0 0 0 0
6 0 0 0 0
8 0 0 0 0
1 0 0 0 0 0
1 2 0 0 0 0
1 4 0 0 0 0
1 6 0 0 0 0
1 8 0 0 0 0
2 0 0 0 0 0
2 2 0 0 0 0
2 4 0 0 0 0
2 6 0 0 0 0
2 8 0 0 0 0
3 0 0 0 0 0
3 2 0 0 0 0
T i m e - - >
A b u n d a n c e
T IC : A lc 0 0 8 .D \ D A T A .M S
Pe
nt
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Pr
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Is
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QF-PM 3.1 v5
Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. Page 10 of 11
SOILS
DEVIATING SAMPLES
$ sample temperature on receipt considered inappropriate for analysis requested
^ samples exceeding recomended holding times
& samples received in inappropriate containers (e.g. volatile samples not submitted in VOC jars/vials)
~ no sampling date given, unable to confirm if samples are with acceptable holding times
# - UKAS accredited
M - MCERTS accredited
NAD - No Asbestos Detected
ND - None Detected (usually refers to VOC and/SVOC TICs)
SS - Calibrated against a single substance
* - analysis subcontracted to a Jones Environmental approved laboratory.
W - Results expressed on as received basis
If you have not already done so, please send us a purchase order if this is required by your company.
NOTES TO ACCOMPANY ALL SCHEDULES AND REPORTS
Please note we are only MCERTS accredited for sand, loam and clay and any other matrix is outside our
scope of accreditation.
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. Your final report will reflect this, with non-MCERTS results on separate
pages.
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 samples will be discarded one month after the date of reporting, unless we are instructed to the
contrary. If we are instructed to keep samples, a storage charge of £1 (1.5 Euros) per sample per
month will be applied until we are asked to dispose of them.
++ Result outside calibration range, may be possible to re-run with higher detection limits
Where appropriate please make sure that our detection limits are suitable for your needs, if they are
not, please notify us immediately.
All analysis is reported on a dry weight basis unless stated otherwise. Results are not surrogate
corrected.
Asbestos screens where requested will be undertaken by a UKAS accredited laboratory.
WATERS
Please note we are not a Drinking Water Inspectorate (DWI) Approved Laboratory . It is important that
detection limits are carefully considered when requesting water analysis.
UKAS accreditation applies to surface water and groundwater and 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. All samples are treated as groundwaters and analysis performed on
settled samples unless we are instructed otherwise.
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 analysis that may
be compromised highlighted on your schedule/ report by the use of a symbol.
The use of any of the following symbols indicates that the sample was deviating and the test result may be
unreliable:
ABBREVIATIONS and ACRONYMS USED
+ Failed AQC results should be considered as indicative only and are not accredited.
QF-PM 3.1 v6Please include all sections of this report if it is reproduced
All solid results are expressed on a dry weight basis unless stated otherwise. 11 of 11
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Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix IX
Energy Audit Report 2010
Energy Audit Report
Prepared for: Millipore Corporation Cork, Ireland
Prepared by: Chris Famolare, Millipore Corporation April 2010
2
1 Introduction................................................................................................................................. 4
2 Overview of Activities and Findings........................................................................................... 4
2.1 Executive Summary.......................................................................................................................... 4
2.2 Goals and Objectives ........................................................................................................................ 5
2.3 Audit Activities ................................................................................................................................. 5 2.3.1 Energy Use Assessment.............................................................................................................................5 2.3.2 Site Inspection ...........................................................................................................................................5
3 Cork Ireland, Existing Building............................................................................................... 6
3.1 Description of Existing Building Conditions.................................................................................. 6 3.1.1 Walkthrough Information ........................................................................................................................6
3.2 Metering information ....................................................................................................................... 9
3.3 Building Envelope............................................................................................................................. 9
3.4 Electricity Usage ............................................................................................................................. 10
3.5 Natural Gas Consumption ............................................................................................................. 12
3.6 Energy Consumption...................................................................................................................... 15
3.7 Existing Energy Efficiency Measures ........................................................................................... 16
3.8 Proposed Energy Efficiency Measures ......................................................................................... 17 3.8.1 Summary of Proposed EEMs .................................................................................................................25
3.9 Greenhouse Gas Emission Savings................................................................................................ 26
3.10 EUI Evaluation ............................................................................................................................. 26
3.11 Utility Cost Savings Analysis ....................................................................................................... 27 3.11.1 Additional Cost Saving Opportunities ................................................................................................27
3.12 Future Work ................................................................................................................................. 28
APPENDIX A (Lighting)............................................................................................................. 29
APPENDIX B (Motor Replacement) .......................................................................................... 33
APPENDIX C (Steam and Boilers)............................................................................................. 38
APPENDIX D (Chillers).............................................................................................................. 42
APPENDIX E (thermal Images) ................................................................................................. 44
Thermal Image Summary.................................................................................................................... 45
3
List of Tables Table 1: Utility Rate Schedule ___________________________________________________________________5 Table 2: Total Electric Consumption (from the CHP and Grid) ________________________________________10 Table 3: Electricity Imported from the Grid________________________________________________________11 Table 4: Natural Gas Consumption (CHP + Millipore)_______________________________________________12 Table 5: Millipore Boilers Gas Consumption_______________________________________________________14 Table 6: Millipore Natural Gas Consumption _______________________________ Error! Bookmark not defined. Table 7: Cork Motor EEM Summary _____________________________________________________________17 Table 8: Lighting Control EEM Summary _________________________________________________________17 Table 9: Re-Commissioning Lighting Controls EEM_________________________________________________18 Table 10: Compressed Air EEM Summary_________________________________________________________18 Table 11: Screw Chiller Savings over a Reciprocating Chiller _________________________________________19 Table 12: Boiler Burner Efficiency Upgrades ______________________________________________________19 Table 13: Boiler Burner Efficiency Quote _________________________________________________________20 Table 14: Cochran Boiler Back Door Insulation EEM _______________________________________________22 Table 15: Lower the Steam Pressure EEM Summary_________________________________________________22 Table 16: Steam Leak Remediation Summary ______________________________________________________23 Table 17: Isolé Plug Load Control Summary_______________________________________________________23 Table 18: Summary of EEMs ___________________________________________________________________25 Table 19: Energy Reduction Summary by Utility ____________________________________________________25 Table 20: Greenhouse Gas Reduction ____________________________________________________________26 Table 21: EUI evaluation ______________________________________________________________________26 Table 22: Utility cost savings analysis ____________________________________________________________27
4
1 Introduction The following study was completed by Chris Famolare and Paul Lukitsch of Millipore Corporation, for Millipore Corporation in order to assess potential energy saving solutions for the Cork, Ireland facility. All energy and cost savings reported herein are based off historical utility data and historical equipment use patterns, Actual savings may vary depending on future equipment use and maintenance practices. 2 Overview of Activities and Findings
2.1 Executive Summary In the first quarter of 2010, a detailed energy audit of the Cork, Ireland facility was
performed. An investigation of the building systems revealed several potential energy efficiency measures which are detailed within this report. A cumulative savings of � 259,269 per year can be realized with an implementation cost of approximately � 333,596. The described savings lead to a combined simple payback of approximately 1.29 years. The Net Present Value discounted at 12% for variable terms dependant upon the life expectancy of each project (an average of 7.2 years) is very favorable at � 935,498. This savings results in a 4,864,896 kWh (11%) energy reduction when compared to the energy consumption in 2009, which in turn results in an 8% decrease in energy cost.
Cork, Ireland EEM Summary
EEM kWh
Savings Cost
Savings Implementation
Cost SPB NPV
NPV Term (yrs)
Motor Upgrades 101,103 � 13,851 � 36,700 2.65 � 41,561 10 Lighting Upgrades 232,730 � 31,884 � 81,550 2.56 � 50,199 5 Existing Lighting Re-commissioning (non IC2) 16,174 � 2,216 � 0 0.00 � 7,650 5 Steam traps, valves, etc. 707,008 � 20,228 � 3,200 0.16 � 31,684 2 Isolé Plug Load Controls 15,000 � 2,055 � 8,182 3.98 � 3,430 10 2 Chillers, Replace with Screw 563,827 � 77,244 � 45,180 0.58 � 391,265 10 Boiler Burner Efficiency Upgrades 2,546,053 � 72,843 � 131,784 1.81 � 279,795 10 Insulate back of Cochran Boiler 55,002 � 1,574 � 3,000 1.91 � 8,887 10 Lower Steam Pressure to 9 Bar for 50% of time 454,750 � 13,639 � 0 0.00 � 62,468 5 Compressed Air Leak Audit 173,250 � 23,735 � 24,000 1.01 � 61,559 5 SUM 4,846,896 � 259,269 � 333,596 1.29 � 935,498 7.2
Energy Reduction Summary by Type of Utility
Natural Gas (kWh) Electric (kWh) CHP Heat (kWh) kWh Overall Cost 2009 Energy Consumption 21,811,302 17,204,800 3,377,906 42,394,008 � 3,108,831 Potential EEM Reduction 3,762,812 1,102,084 0 4,864,896 � 259,268 Percentage Reduction 17% 6% 0% 11% 8%
5
2.2 Goals and Objectives The goal of this Energy Audit was to identify 3,000,000 kWh of energy efficiency
measures (EEMs) at the Cork, Ireland facility in order to propose an energy action plan specific to the Cork facility and ultimately reduce the consumption of non-renewable resources. With a reduction in consumption of energy resources comes a significant yearly energy cost savings. The Energy Efficiency Measures were defined through a detailed survey of facility motors, HVAC equipment, steam systems, historic utility data, lighting, employee habits, and BMS controls.
2.3 Audit Activities
2.3.1 Energy Use Assessment
Historical electrical and Natural Gas usage data was collected from the utility provider (Dalkia) in order to set a baseline for utility use at the Cork facility. This data was used in order to identify energy usage trends, and to establish a baseline energy cost per fuel unit. Electrical and natural gas usage data spans from January 2006 to March 2010.
2.3.2 Site Inspection
A detailed site survey was conducted of the facility in order to gather vital building systems information from sources including: - HVAC/air handler data - Electric motor data - Compressed air survey - Vacuum pump information - Lighting - Building envelope/construction - Building Management System configuration - Steam use - Boiler controls - CHP operation
Methodology for Estimating Savings and Cost
In order to estimate the cost savings associated with the building systems, historical utility data was analyzed. The billing schedule from Dalkia is complex due to the fact that there are night and day time as well as overage charges and minimum take pays. For this reason, the total cost per unit of fuel was used and was regarded as a 24/7 flat rate in order to simplify the analysis. Table 1 shows the utility rates used.
2008 Utility Rates Used in Calculations
Cost/Unit Unit Electric (Including Min Take Pay) �.137 kWh Heat Delivered from CHP (Incl. Min Take Pay) �.0421 kWh Natural Gas (delivered to Millipore) �.02861 kWh
Table 1: Utility Rate Schedule All equipment operational costs and resulting cost savings were based off the
per unit fuel cost found in Table 1 for the appropriate utility.
6
Operational hours per year for all equipment were calculated and estimated based on building occupancy and BMS set points. Lighting hours of operation were estimated conservatively. It is very difficult to accurately identify the number of hours lighting is used in areas that are not on a fixed schedule, data loggers that will accurately identify the number of hours an area is unoccupied while the lights are on can be used in some areas of interest (non-Ex areas). This will provide concise data for calculating lighting savings.
3 Cork Ireland, Existing Building
The following details the existing conditions found at Millipore’s Cork Ireland facility
during the two site walkthroughs, one in February 2010 and one in March 2010. Some energy efficiency measures are beginning to show a significant savings such as the new compressed air system. The compressed air system not only shows an energy savings, but it has resulted in less production down time, clean oil-free air for production, and less maintenance time devoted to compressed air problems. Currently all compressed air has been switched over to the new stainless steel piping.
3.1 Description of Existing Building Conditions
The Ireland facility is primarily a manufacturing facility which measures 188,000 square feet. Cork operates as a two and three shift facility depending on the production volume.
3.1.1 Walkthrough Information The inspection started with a general walkthrough of the interior of the building
and collection of motor nameplate data as well as lighting data. Over 200 motors were identified, of which 61 can be changed to a premium efficiency motor with favorable financial results.
The building envelope consists mainly of corrugated steel panels followed by
insulation, and an inner wall constructed of concrete blocks and a finished sheetrock wall.
The roof is non-ballasted and is covered by a grey rubber membrane. The roof is insulated with 2-4” of insulation which is sufficient for the climate in Ireland. Some older sections of the roof were observed to have some missing or deteriorated insulation which could lead to punctures in the membrane. It was also observed that various decommissioned pieces of equipment exist on the roof. These should be removed and the materials recycled if there is no longer a use for the equipment.
Windows throughout the Cork Facility include single and double pane windows.
The number of single pane windows is few and since the climate of Ireland is relatively mild, the return on investment for replacing these single pane windows with double pane windows would not be reasonable at the current utility rates.
7
Electricity is provided to the Cork plant via an on-site Combined Heat and Power plant as well as from the electrical grid. All electricity is purchased from Dalkia (the CHP owner) regardless of whether it comes from the grid or is produced using the CHP. There are numerous agreements within the CHP contract that are unfavorable towards Millipore, These will be discussed later.
Cooling is provided throughout the facility by reciprocating chillers, air cooled
screw chillers, and package DX rooftop units. Generally the most cost effective and least energy intensive way of providing cooling to a large facility is through water cooled glycol chillers. The air cooled screw chillers (Carrier) are a relatively energy efficient solution, offering good performance with an energy consumption of approximately 1 kW/ton of cooling. After speaking with the team from Cork (Brendan Mcgrath in particular) I learned that the 24 year old Carrier reciprocating chillers that are located in the compressed air room as well as the pump stands that go with them are being replaced this year. These Carrier reciprocating chillers have slowly deteriorated to the point where they are no longer usable. If they are not replaced immediately then production could be compromised once the warmer weather arrives. This is due to the fact that the chillers no longer possess the capacity to provide the cooling the building will soon demand. A 900kW variable speed screw chiller has been selected and ordered by Brendan Mcgrath as a replacement for these two units.
Heating is provided by a variety of methods including hot water from the CHP,
steam from the CHP as well as steam to hot water heat exchangers (calorifiers). The steam that is delivered to the steam to hot water heat exchangers comes from the 487kW Danstoker CHP boiler as well as two 4000kW Millipore owned boilers (one Cochran, one Byworthy) the Byworthy boiler was manufactured in 1989 and is equipped with linkage controls in order to modulate between high and low fire ranges. The Cochran boiler is equipped with controls that are a little more sophisticated due to the fact the burner can modulate the air inflow using a butterfly valve. These controls are considered fairly good compared to the Byworthy controls which in comparison are very rudimentary. The back door of the Cochran boiler is un-insulated and very hot. A sign has been hung from the back of the boiler that reads “WARNING VERY HOT SURFACE” as seen in Figure 1. There is an opportunity for energy savings here by insulating the back door.
Figure 1: Boiler Back Door "WARNING"
8
Ventilation is provided by numerous exhaust fans. Found above and below the roof. Conditioned air is delivered to all areas of the facility through air handling units located on the roof as well as below the roof in multiple mechanical rooms.
The compressed sir system at the Cork facility is one of the best designed and
constructed compressed air systems out of all the Millipore facilities. Recent upgrades included re-piping with stainless steel, decommissioning of oil flooded compressors, decommissioning of oil flooded air lines, installation of two Atlas Copco oil-free screw compressors (one full load, one variable speed, both posses heat of compression air dryers). The implementation of this new equipment has resulted in clean, dry, oil free air being delivered to production equipment, zero air leaks in the 4” stainless steel ring main, allowed the pressure to be reduced from 10 bar down to 7.2 bar, and overall has resulted in energy and cost savings.
Lighting at the Cork facility has seen some changes over the years, but could
benefit from a lighting upgrade. IC2 was designed and built with energy efficient lighting and controls in mind. All fixtures posses electronic ballasts and T8 lamps and are controlled by occupancy sensors (PIR). The rest of the plant is fitted with a mix of electronic and magnetic ballasts, as well as scattered occupancy sensors. Ideally, we would like to bring all the lighting in the plant up to the standard that IC2 was designed to; this includes occupancy sensors in all areas including the hallways as well as upgrading all ballasts to electronic models.
Three vacuum pumps are positioned outside the compressor room and operate
on a rotating schedule. These vacuum pumps are located adjacent to the new oil-free air compressors. Because we do not want oil contamination in the new air compressors, we must blank off the louver between the compressor room and the vacuum pump shed. In addition the vacuum pumps are not on VSDs and could benefit from these types of controls as seen in our Jaffrey facility.
Steam is distributed throughout the Cork facility for process, space heating, and
solvent recovery. As previously stated, the steam is provided by the Dalkia CHP as well as the Millipore Ops-2 boilers. While walking through the plant, many steam leaks were observed, these will be detailed later. As for the condition of the steam and condensate lines, it is apparent that the IC1 side of the plant is in worse condition that the IC2 side of the plant. While visiting in February, a condensate pipe leak was observed which caused quite a mess. The cause of the leak was rotted threads on one of the condensate pipe connections which can be seen in Figure 2. If this leak had occurred on the steam side of the pipe the leak could have posed serious safety concerns. We believe the root cause of the steam problems including steam trap failure has to do with the past boiler water chemistry. Highly acidic and highly basic boiler water can cause corrosion problems not only in the steam lines but also in the condensate pumps, steam traps, feed water tanks, and the boilers themselves.
9
Figure 2: Rotted threads on condensate pipe
Also observed was that the CHP boiler steam was at a lower pressure (12.5 bar)
than the Millipore boiler pressure (14 bar) during the March 2010 visit. If this is the case, then steam from the CHP is not being used to its full capacity. The steam mains from the three boilers feed into a common header. Without the CHP steam being at a higher pressure than the steam for the ops2 boilers, the Millipore boilers are doing the majority of the work.
3.2 Metering information Electrical- Electricity is purchased from Dalkia for both the grid electricity and the CHP generated electricity.
Natural Gas- Natural gas is purchased from Dalkia for use in the ops2 Millipore boilers as well as the thermal oxidizer and various smaller uses such as cooking. Natural gas is billed as a “heat” delivery with a combustion efficiency of 75% applied to the cost of heat Steam and hot water from CHP – Billed as a heat value in kWh. This utility is delivered from the CHP plant.
Water and Sewer- Water is provided to the Cork facility from the city. Waste water is treated at the on-site treatment plant owned and operated by Millipore.
3.3 Building Envelope The Cork, Ireland facility is constructed mainly of corrugated steel panels
insulated from the inside. Windows are both single and double pane. Replacement of the single pane windows is not financially favorable due to the fact that the climate is relatively mild year round so the resulting payback will be very lengthy.
As for building “tightness”, Cork could use some improvements. As seen in Appendix E which shows thermal images taken of the exterior of the building, it is clear that a heavy draft is present at the inner corners of the building as well as some of the seams between steel panels and contributes to a significant thermal loss, both heating and cooling.
10
3.4 Electricity Usage
Total kWh Electric Consumption (including CHP electric)
2006 2007 2008 2009 2010 January 1,165,578 1,226,135 1,323,400 1,300,200 1,403,740 February 1,074,900 1,106,925 1,285,200 1,195,300 1,294,460 March 1,202,500 1,370,140 1,393,100 1,447,341 1,491,131 April 1,146,100 1,163,790 1,337,500 1,372,042 May 832,900 1,163,786 1,416,064 1,446,873 June 1,229,300 1,430,026 1,385,936 1,524,277 July 1,195,000 1,396,848 1,416,000 1,581,149 August 1,216,700 1,453,060 1,413,100 1,483,206 September 1,426,300 1,496,990 1,377,900 1,524,670 October 1,203,300 1,374,900 1,267,900 1,501,716 November 1,268,080 1,367,600 1,419,000 1,427,533 December 1,062,020 1,265,200 1,195,200 1,400,494 SUM 14,022,678 15,815,400 16,230,300 17,204,800
Table 2: Total Electric Consumption (from the CHP and Grid)
Total Electric Consumption (fron the CHP and Grid)
0200,000400,000600,000800,000
1,000,0001,200,0001,400,0001,600,0001,800,000
Janu
ary
February
March
April
MayJu
ne July
Augus
t
Septem
ber
Octobe
r
Novem
ber
Decem
ber
kWh
20062007200820092010
Figure 3: Total Plant Electric Consumption (CHP + Grid) As seen in Table 2 and Figure 3, the site electrical consumption continues to rise each year when comparing like months. There are very few occasions when the electrical consumption decreased year to year.
11
Total Cork Electrical Consumption by Source
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
1,600,000
1,800,000
Jan-0
6
Apr-06
Jul-0
6
Oct-06
Jan-0
7
Apr-07
Jul-0
7
Oct-07
Jan-0
8
Apr-08
Jul-0
8
Oct-08
Jan-0
9
Apr-09
Jul-0
9
Oct-09
Jan-1
0
kWh
CHP Electric Imported Electric from Grid
Figure 4: Total Plant Electric Consumption by Source (CHP or Grid) Figure 4 shows the total site electrical consumption by source (from the CHP or the Grid) over 4.25 year period. Again it is very apparent that the site electrical consumption has continued to increase over time.
Electric kWh Imported from the Grid 2006 2007 2008 2009 2010 January 479,400 626,040 838,800 790,800 767,540 February 450,600 504,420 639,600 639,000 643,660 March 686,400 724,140 695,400 813,841 805,531 April 565,800 544,620 714,000 750,892 0 May 164,400 605,136 800,364 833,923 0 June 657,000 1,130,868 1,012,236 876,210 0 July 548,400 1,396,848 748,800 973,015 0 August 638,640 1,193,928 826,200 1,483,206 0 September 839,760 827,400 848,400 1,415,110 0 October 575,400 784,200 906,000 851,676 0 November 630,480 800,400 726,600 783,033 0 December 453,120 642,000 777,000 795,094 0 SUM 6,689,400 9,780,000 9,533,400 11,005,800
Table 3: Electricity Imported from the Grid
12
Electricity Imported from the Grid
0200,000400,000600,000800,000
1,000,0001,200,0001,400,0001,600,000
Janu
ary
Febru
ary
March
April
MayJu
ne July
Augus
t
Septe
mber
Octobe
r
Novem
ber
Decem
ber
kWh
20062007200820092010
Figure 5: Electricity Imported from the Grid
3.5 Natural Gas Consumption
Total kWh Gas Consumption (Including gas for CHP) 2006 2007 2008 2009 2010 January 3,387,806 3,185,090 3,396,417 3,580,740 4,139,185 February 3,129,388 2,944,528 3,630,091 3,296,291 3,661,992 March 3,108,758 3,357,810 3,965,926 3,687,407 4,204,027 April 3,078,285 3,221,478 3,613,195 3,303,884 May 3,361,608 2,779,164 3,430,609 3,416,963 June 2,984,434 2,722,325 3,056,093 3,513,307 July 2,679,409 1,517,753 3,517,259 3,222,500 August 3,154,641 2,227,212 2,912,081 1,967,791 September 2,799,671 3,188,041 3,057,592 2,582,651 October 3,084,307 3,363,418 3,021,501 3,826,945 November 3,206,274 3,313,881 3,538,027 3,781,428 December 3,009,290 3,401,500 3,357,487 3,895,295 SUM 36,983,871 35,222,200 40,496,278 40,075,202
Table 4: Natural Gas Consumption (CHP + Millipore)
13
Total Gas Consumption CHP and Millipore
0500,000
1,000,0001,500,0002,000,0002,500,0003,000,0003,500,0004,000,0004,500,000
Janu
ary
Febru
ary
March
April
MayJu
ne July
Augus
t
Septem
ber
Octobe
r
Novem
ber
Decem
ber
kWh
20062007200820092010
Figure 6: Total Plant Gas Consumption (CHP and Millipore)
Cork Total Natural Gas Usage by User
0
500,000
1,000,000
1,500,000
2,000,000
2,500,000
3,000,000
3,500,000
4,000,000
4,500,000
Jan-
06
Apr-06
Jul-0
6
Oct-06
Jan-
07
Apr-07
Jul-0
7
Oct-07
Jan-
08
Apr-08
Jul-0
8
Oct-08
Jan-
09
Apr-09
Jul-0
9
Oct-09
Jan-
10
kWh
CHP Gas Millipore Gas
Figure 7: Natural Gas Consumption by User (CHP or Millipore) Figure 7 shows the natural gas consumption broken out by user (either CHP or Millipore). As seen in the summers of 2007 and 2009 the CHP was out of service and the plant was being supported solely by Millipore steam and grid electricity.
14
Gas kWh Consumed by Millipore 2006 2007 2008 2009 2010 January 1,433,217 1,333,887 1,905,821 2,010,481 2,254,307 February 1,234,808 1,141,013 1,803,823 1,705,582 1,770,989 March 1,598,674 1,467,129 1,914,207 1,823,924 2,226,298 April 1,393,540 1,346,038 1,769,137 1,493,948 0 May 1,451,644 1,346,038 1,600,079 1,611,611 0 June 1,280,514 1,793,977 1,945,888 1,617,740 0 July 733,724 2,307,101 1,523,540 1,426,775 0 August 1,462,754 1,693,499 1,130,830 1,967,791 0 September 999,571 1,360,045 1,330,578 2,249,882 0 October 1,206,485 1,617,854 2,078,792 1,856,350 0 November 1,284,071 1,505,402 1,486,331 1,908,182 0 December 1,157,229 1,867,296 2,114,709 2,139,037 0 SUM 15,236,231 18,779,279 20,603,737 21,811,302
Table 5: Millipore Boilers Gas Consumption
Natural Gas Consumption by Millipore
0
500,000
1,000,000
1,500,000
2,000,000
2,500,000
Janu
ary
Febru
ary
March
April
MayJu
ne July
Augus
t
Septe
mber
Octobe
r
Novem
ber
Decem
ber
kWh
20062007200820092010
Figure 8: Millipore Natural Gas Consumption (excluding CHP)
15
3.6 Energy Consumption
Millipore Energy Usage
01,000,0002,000,0003,000,0004,000,0005,000,0006,000,000
Jan-0
6
Apr-06
Jul-0
6
Oct-06
Jan-0
7
Apr-07
Jul-0
7
Oct-07
Jan-0
8
Apr-08
Jul-0
8
Oct-08
Jan-0
9
Apr-09
Jul-0
9
Oct-09
Jan-1
0
kWh
Natural Gas (CHP and Millipore) Electricity (Imported from Grid)
Figure 9: Raw Utility Usage (gas for Millipore Boilers and CHP and Electricity from Grid)
Utility Summary
0
1,000,000
2,000,000
3,000,000
4,000,000
5,000,000
Jan-0
6
Apr-06
Jul-0
6
Oct-06
Jan-0
7
Apr-07
Jul-0
7
Oct-07
Jan-0
8
Apr-08
Jul-0
8
Oct-08
Jan-0
9
Apr-09
Jul-0
9
Oct-09
Jan-1
0
kWh
Gas Use in Plant (Including steam delivered from CHP) Electric Use in Plant (CHP + Grid)
Figure 10: Utility End Use Summary
16
Total Energy Consumption (CHP and Millipore Gas Plus Grid Electric)
38,000,000
40,000,000
42,000,000
44,000,000
46,000,000
48,000,000
50,000,000
52,000,000
kWh
2006200720082009
Figure 11: Year over Year Total Energy Consumption
Figure 11 shows a summary of the total energy consumption (CHP Gas + Millipore Gas + Grid Electricity) for the years 2006 to 2009. As seen from the chart, Millipore’s energy consumption has increased by 17% from our 2006 baseline.
3.7 Existing Energy Efficiency Measures
HVAC- Cooling and heating set points and control requirements vary with location. Clean rooms require temperature and humidity controls to remain within tight margins. Office areas are on night time setbacks
Motors- Some motors are high efficiency or premium efficiency. High and premium efficiency motors provide a significant savings over a standard efficiency motor. All new motors purchased must be premium efficiency.
Lighting- All indoor lighting in the facility is fluorescent. IC2 lighting is fitted with high efficiency T8 bulbs with high efficiency electronic ballasts. IC2 lighting is also on occupancy sensors. Rooftop lighting was found on during the day, the problem could be remedied by installing a turn dial timer that an employee can set while they are working on the roof. Warehouse lighting, filter cutting, Snap ID, Stericup, the chemistry lab, the microbiology lab, and CPG are all on occupancy sensors as well.
Water- Boiler feed water comes from RO water. Compressed Air- The compressed air system at the Cork facility is one of the best compressed air systems at Millipore. The new 4” stainless steel ring main was installed with surgical precision and provides restriction-less flow to all parts of the facility. The Atlas Copco compressors work in harmony to precisely adjust their sequencing and loading based on the building’s demand for compressed air.
17%
17
3.8 Proposed Energy Efficiency Measures Two hundred (200) motors were identified at the facility and were analyzed for
energy saving opportunities. Of the 200 motors identified, 61 motors were chosen as good candidates for replacement due to the fact that they will yield a favorable financial return on investment. Some motors did not display efficiency data on the nameplates, and some nameplates were painted over. For this reason, the efficiency was estimated for some motors. Table 7 shows a summary of the motor replacement EEM while Appendix B goes into greater detail. Efficiencies highlighted in red in Appendix B indicate that the efficiency was estimated/assumed. Efficiency assumptions were carefully chosen based on motor size, location, age, and what the surrounding motors with similar asset nomenclature showed for efficiency.
61 Motors - Upgrade to Premium Efficiency
kWh Savings 101,103.01 Cost Savings � 13,851.11 Implementation Cost � 36,700.00 SPB (Years) 2.65 NPV 10 yrs @12% � 41,561 Table 6: Cork Motor EEM Summary
Lighting at the Cork facility accounts for approximately 3% of the building’s
energy load (7.5% of the electric load). This does not sound like much, but in reality the current lighting load is approximately 1,250,000 kWh per year (including IC2). As previously noted, there is opportunity for lighting savings which includes changing all magnetic ballasts to high efficiency magnetic ballasts, as well as installing and properly commissioning occupancy sensors (PIRs) in all locations.
Some areas where daylight harvesting may be an option include the canteen area as well as the office space below the canteen. Daylight harvesting opportunities are something that can be discussed further with a local lighting efficiency specialist.
Table 8 shows the total lighting savings for the facility while Appendix A details the potential lighting savings if magnetic ballasts and lighting controls such as occupancy sensors and day light harvesting are implemented.
Cork, Ireland Lighting EEM Summary
Quantity Individual Cost installed Total Cost High Efficiency Electronic Ballasts 554 � 75 � 41,550 Occupancy Sensors (approx quantity) 200 � 200 � 40,000 Bundled Project � 81,550 Energy Savings (kWh per year) 232,730 Cost Savings per ear � 31,884 Simple Payback (years) 2.56 NPV after 5 years discounted @ 12% � 50,199
Table 7: Lighting Control EEM Summary
In addition to replacing the magnetic ballasts and installing occupancy sensors throughout the facility, a no-cost energy efficiency measure is the re-commissioning of the existing occupancy sensors throughout the building. Reducing the occupancy timer
18
by just 5 minutes in each area will yield a savings of �2,216 per year with no cost to Millipore other than one day of labor for an in house electrician. Table 9 shows a summary of the potential savings for re-commissioning sensors in IC2, Stericup, Snap ID, Filter Cutting, Inner Process Test Area, Maintenance shop, and the IC1 Casting Hall.
7% savings by re-commissioning (5 minutes less) kWh Savings 16,174 Cost Savings � 2,216 Implementation Cost 0 SPB 0 NPV 5 yrs � 7,988 Table 8: Re-Commissioning Lighting Controls EEM
Compressed air upgrades at the Cork facility continue to yield excellent results, yet there is still opportunity for savings. A thorough compressed air leak detection should be performed which will most definitely yield a significant CFM demand reduction which in turn saves energy. Also, the VSD compressor needs to be taken offline in order for the air leak to be taken care of (a significant amount of air can be heard leaking from inside the VSD air compressor). Table 10 shows a summary of the potential savings to be realized by simply fixing leaks and replacing the pneumatic valve on the roof that is in-line with the RTO pipe with an electronic valve. This valve can be seen in Figure 12.
Figure 12: Blue pneumatic RTO valve on roof
Compressed Air EEM Summary
CFM kWh Blue valve on roof for RTO air (continuous purge) 15 23625 General air leak detection 75 118125 VFD Compressor Air leak 20 31500 Sum of kWh Savings 110 173,250 Cost Savings � 23,735.25 Implementation Cost � 24,000.00 SPB 1.01 NPV � 61,559.00
Table 9: Compressed Air EEM Summary
19
Two 24-year old chillers that reside in the compressed air room are being replaced this year due to insufficient capacity from failing components. Combined, the current chillers used to offer 236 Tons of cooling capacity at full load with a power input of 405kW, but now only offer approximately 60 Tons of cooling. Replacing the current chillers with a new reciprocating chiller is the least expensive way to regain the needed cooling capacity, but is also the least energy efficient way of producing chilled water. A screw chiller will be used instead of a reciprocating chiller, which will offer higher efficiencies, but at a higher cost. The cost difference and energy savings between the new reciprocating chiller and the new screw chiller were used in the financial analysis in Table 11. Below, Table 11 shows a summary of the additional costs for the chiller replacement with an air cooled, VSD, screw chiller as opposed to a standard reciprocating unit. For a more detailed look at the analysis behind the chiller selection please refer to Appendix D
Screw Vs Reciprocating kWh Savings 563,827 Cost Savings � 77,244 Implementation Cost over a Recip � 45,180 SPB 0.58 NPV 10 yrs @ 12% � 391,265
Table 10: Screw Chiller Savings over a Reciprocating Chiller Limpsfield low O2 burners coupled with Autoflame controls should be installed on the Cochran and Byworthy boiler. These boilers are 4000kW each and are Millipore’s largest boiler. Limpsfield burners in combination with Autoflame controls have proven to burn more efficiently and cleaner than a traditional burner at our Bedford and Danvers Facilities. This cleaner and more efficient burn has resulted in a significant fuel savings averaging 29% at out Danvers and Bedford locations. This savings is in part, the result of implementing boiler water temperature setbacks based on outside air temperature. Due to the fact that Cork’s boilers will not benefit from outside temperature setbacks at this time (due to process requirements) a conservative fuel savings estimate of 15% was used in the calculations. A 15% fuel reduction in the boilers is equal to 2,546,053 kWh of natural gas, which in turn yields a cost savings per year of � 72,843. The 10 year net present value for this project discounted at 12% is equal to � 279,795.00. Table 12 show the expected savings from implementing the Autoflame controls on a Limpsfield low O2 burner.
Boiler Burner Efficiency Upgrades kWh Savings with 15% burner efficiency upgrades 2,546,053 Cost Savings � 72,843
Implementation Cost � 131,784 Simple Payback 1.81 10 year Net Present Value at 12% discounted rate � 279,795.00
Table 11: Boiler Burner Efficiency Upgrades
20
A quote has been obtained for the complete installation and commissioning of the burner upgrades and is summarized below in Table 13.
Boiler Burner Upgrade Costs
1.38 USD = 1 Euro
At time of quote (Feb 2010) Task Total Euro Total USD Burner Install (2) � 17,000 $23,460 Brickwork Modification � 4,850 $6,693 Gas Pipe Modifications � 9,800 $13,524 Subtotal � 31,650 $43,677 Burner for Cochran � 29,762 $41,072 Burner for Byworthy � 33,414 $46,112 Autoflame & EGA � 7,597 $10,484 Autoflame & EGA � 7,597 $10,484 Subtotal � 78,371 $108,152 Computer � 2,174 $3,000 Computer Stand � 362 $500 Data Transfer Interface � 3,623 $5,000 US Burner Expert (supervisor) � 3,623 $5,000 10% Contingency � 11,980 $16,533 Subtotal � 21,763 $30,033
Grand Total � 131,784 $181,862 Table 12: Boiler Burner Efficiency Quote
This project is by far the one of the most rewarding energy efficiency measure the
Cork facility can invest in at this time. Not only will the combustion efficiency be increased by 15%, but the boilers will be outfitted with controls that communicate with each other, have the capability to add sophisticated controls to the system, and will reduce the maintenance required on the boilers by burning cleaner, leaving little soot in the boiler to be cleaned during inspection. Another reason to implement this project is because of the rise in fuel usage Cork has experienced over the years. Table 14 and Figure 13 show the historical boiler gas consumption per year. If Millipore continues to grow at this rate, the boiler gas consumption will reach upwards of 20,000,000 kWh by the year 2012.
21
Yearly Actual Gas Consumption in Millipore Boilers
Year Usage (M^3) Cubic Feet BTU kWh % increase from previous Yr
2003 1,035,941 36,584,256 36,584,256,415 10,719,091 2004 1,079,451 38,120,812 38,120,812,065 11,169,297 4% 2005 1,052,819 37,180,303 37,180,302,985 10,893,731 -2% 2006 1,189,474 42,006,274 42,006,274,310 12,307,728 13% 2007 1,368,058 48,312,968 48,312,968,270 14,155,572 15% 2008 1,532,836 54,132,103 54,132,103,340 15,860,564 12% 2009 1,640,413 57,931,185 57,931,185,095 16,973,684 7%
Table 13: Millipore Boiler Yearly Natural as Consumption 2003-2009
Millipore Boiler Natural Gas Usage and Projected Usage
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013
Year
kWh
of G
as
kWh of gas to Millipore Boilers Projected kWh of Gas
Figure 13: Plot of Millipore Boiler Natural Gas Consumption 2003-2009
In addition to performing the boiler burner upgrades, the back door of the Cochran boiler needs to be insulated properly. Currently there is a sign that states “CAUTION HOT SURFACE” hanging from the rear of the boiler as seen in Figure 1. After performing an infrared scan of the boiler, it was found that the back of the boiler is between 330 and 375 degrees Fahrenheit as seen in Appendix E. Insulating the back of just the Cochran boiler will yield a 55,002 kWh savings which equates to � 1,573 as seen in Table 14. The energy savings only includes the radiant heat loss off the back of the boiler. It does not include the convective heat loss so the savings will be even greater if this was accounted for.
22
Insulate Back of Cochran Boiler kWh Savings 55,002 Cost Savings � 1,573.61 Implementation Cost � 3,000.00 SPB 1.91
NPV � 5,887.00 Table 14: Cochran Boiler Back Door Insulation EEM
Another fuel saving opportunity involves lowering the steam pressure from 14 bar
to 9 bar when the high pressure is not needed. This pressure reduction is essentially the same as performing a boiler temperature setback for the fact that as steam pressure decreases, so does the steam temperature. At 14 bar, the steam temperature is 198 degrees Celsius, at 9 bar the steam temperature is 179 degrees Celsius.
The national average percentage of stem lost due to steam leaks in a system is 19%. To be conservative we will assume a 10% steam loss at the Cork facility. We will also assume that the steam pressure can be reduced to 9 bar for 75% of the operating hours (whenever the solvent recovery system is not purging). Table 15 shows a summary of the resulting steam loss reduction savings by lowering the pressure to 9 bar for 75% of the operating hours. This savings does not include the savings from the reduced temperature of the steam (which would take some more in depth calculations). This project would have an instantaneous payback because the controls for this operation could be integrated into the Autoflame controls package for a minimal cost. The only expense would be tying in an output from the solvent recovery stations telling the boilers to ramp up to high pressure for their purge cycle to take place.
Lower the Steam Pressure
kWh Savings 454,750 Cost Savings � 11,056.46 Implementation Cost 0 Simple Payback 0 NPV 10 yrs @ 12% � 62,468
Table 15: Lower the Steam Pressure EEM Summary
In addition to performing pressure setbacks, a valve could be placed on lines that have intermittent service (such as the solvent recovery farms) to further reduce steam loss.
Steam leaks have been an ongoing issue at the Cork facility. We believe the root cause of the steam leak problems to be the boiler water chemistry from years past. Typically if the boiler water chemistry is maintained correctly then there will be far fewer problems with steam trap failures, fitting failures and valve failures. Incorrect boiler chemistry can also lead to fouling of the boiler tubes which can be costly to replace.
Dave Bodwell, the licensed boiler operator for Massachusetts has developed a very robust way of treating the boiler chemistry. Separate chemical pumps should be installed in the boiler feed water lines (to each boiler), the as well as the feed water tank. This will allow for the water in the feed water tank to be treated properly. The feed water to each boiler varies based on the boiler loading. For this reason, each line should be injected with chemical treatment separately (and controlled based on feed water flow). This will allow the boiler feed water to be chemically adjusted based on the feed water
23
demand of the boiler. Once the boiler chemistry is in order, replacement of the boiler feed water tank should be considered since it is deteriorated.
Repair of existing steam leaks such as steam traps, valves, and calorifier seals should be performed. Table 16 shows a summary of the saving that may be realized by repairing leaking traps, valves, and seals. Appendix C details the areas of interest.
Steam Leak Remediation
kWh Savings 707,008 Cost Savings � 20,227.50 Implementation Cost � 3,200.00 Simple Payback 0.16 NPV 2 yrs @ 12% � 31,684 Table 16: Steam Leak Remediation Summary
Installation of Isolé plug load controllers should take place at all workstations
(especially cubicles). An estimated 150 desks could be fitted with Isolé plug load controllers. They way they work is, once a person leaves their desk, 5 minutes later the non-critical equipment in the cubicle is shut down. 1,100 Isolé plug load controllers have been installed in the Massachusetts offices and Jaffrey plans to do the same. We have measured an average yearly savings of 100kWh per workstation. Table 17 summarizes the savings attainable through the installation of plug load controllers.
The plug load controllers also add value to employee awareness with regards to the Millipore sustainability efforts. Employees see that we are taking steps to reduce consumption at the workstation level and begin to change their attitudes towards energy conservation. Cost per unit is approximately 55 Euro.
Isolé Plug Load Controllers
# of desks 150 kWh savings/year/desk 100 Energy Savings 15,000 Cost Savings � 2,055.00 Implementation Cost � 8,181.82 SPB (Years) 3.98 NPV 10 years discounted at 12% � 3,430.00 Table 17: Isolé Plug Load Control Summary
As previously stated, the building envelope could benefit from sealing of drafts, in
particular where the corrugated steel forms an inner or outer corner on the building. Thermal images of these problem areas can be seen in Appendix E.
Particle counters should be installed and properly comissioned in all applicable
clean rooms. Particle counters will measure the number of particles in the return air side of the HVAC system and when tied to a VFD, will allow the air handler fan to slow down when the particle count is low enough while still meeting the clean room specifications. This has been implemented in Danvers, MA at a cost to purchase of approximately $3,000 for each particle counter; total installation cost with commissioning will vary based on the number of particle counters installed. Since the clean rooms are the most energy intensive rooms in the facility, the particle counters offer a great way to save
24
energy on heating, cooling, dehumidifying, and fan electricity. At the Danvers facility Millipore realized a 70% savings on the air handler fans due to the particle counter controls. Figure 14 shows the results from metering the Danvers air handlers with particle counters (maroon, jagged line) and without particle counters (red, horizontal line).
Three Week, Mobius Particle CounterAnnual Savings of 141,332 kWh (69% reduction)
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kWh of RTU 6&7 No Controls kWh of RTU 6&7 With Controls Figure 14: Danvers Air Handler Particle Counters
Deteriorating insulation on the pipes in the boiler room and on Air handlers should be repaired or replaced. Some tempered pipes and valves possess torn, wet, or missing insulation which results in thermal losses as the heating or cooling fluid travels through the pipe. This has a direct effect on the cooling and heating load of a building. This EEM will show savings but is difficult to quantify and would require a further study. In addition, the insulation on the chilled water tank located in the compressed air room should be re-insulated as well. Deteriorating insulation leads to unnecessary heating of the chilled water in this tank. A thermal image of the tank can be seen in appendix E
Retired or unnecessary equipment should be removed, and the building
penetrations sealed and insulated. Unnecessary penetrations allow heat to escape in the winter and cool air to escape in the summer as well as compete with the HVAC system and can cause static pressure balancing issues. Also, excess equipment on the roof makes it difficult to navigate an already cluttered and slippery rooftop. Bathroom exhaust fans can be put on occupancy sensors. Doing so will allow the exhaust fan to come on when someone enters the restroom and will remain on for a set amount of time (10-15 minutes) and then shut off until the next person walks in This
25
EEM will be most effective during second and third shift when some restrooms are not in use.
Vacuum pumps service various areas of the building. Installing a VSD on the vacuum pumps will yield a favorable energy savings by is difficult to quantify due to the fact that the Vacuum load varies with production volume.
A no cost, low cost EEM that will most likely benefit the Cork facility is the re-
commissioning of the building management set points once the BMS upgrades have been completed. Adjusting set points based on occupancy, time of day, and outside temperature among other variables can yield generous energy savings which could be upwards of 5% of the buildings energy load. Commissioning of the building should be contracted out to a Building Commissioning Professional.
3.8.1 Summary of Proposed EEMs Table 18 summarizes the proposed EEMs, their energy savings, cost savings, and simple paybacks that can be realized, Table 19 summarizes the savings when compared against 2009 usage data. Overall, the simple payback for the ten EEMs is approximately 1.29 years with a net present value of �935,498 for varying terms discounted at 12%.
Cork, Ireland EEM Summary
EEM kWh
Savings Cost
Savings Implementation
Cost SPB NPV
NPV Term (yrs)
Motor Upgrades 101,103 � 13,851 � 36,700 2.65 � 41,561 10 Lighting Upgrades 232,730 � 31,884 � 81,550 2.56 � 50,199 5 Existing Lighting Re-commissioning (non IC2) 16,174 � 2,216 � 0 0.00 � 7,650 5 Steam traps, valves, etc. 707,008 � 20,228 � 3,200 0.16 � 31,684 2 Isolé Plug Load Controls 15,000 � 2,055 � 8,182 3.98 � 3,430 10 2 Chillers, Replace with Screw 563,827 � 77,244 � 45,180 0.58 � 391,265 10 Boiler Burner Efficiency Upgrades 2,546,053 � 72,843 � 131,784 1.81 � 279,795 10 Insulate back of Cochran Boiler 55,002 � 1,574 � 3,000 1.91 � 8,887 10 Lower Steam Pressure to 9 Bar for 50% of time 454,750 � 13,639 � 0 0.00 � 62,468 5 Compressed Air Leak Audit 173,250 � 23,735 � 24,000 1.01 � 61,559 5 SUM 4,846,896 � 259,269 � 333,596 1.29 � 935,498 7.2
Table 18: Summary of EEMs
Energy Reduction Summary by Type of Utility Natural Gas (kWh) Electric (kWh) CHP Heat (kWh) kWh Overall Cost 2009 Energy Consumption 21,811,302 17,204,800 3,377,906 42,394,008 � 3,108,831 Potential EEM Reduction 3,762,812 1,102,084 0 4,864,896 � 259,268 Percentage Reduction 17% 6% 0% 11% 8%
Table 19: Energy Reduction Summary by Utility
26
3.9 Greenhouse Gas Emission Savings Table 20 details the CO2 emission reduction per year for the proposed EEMs. A 6 % reduction in kWh of electricity and a 17% reduction in kWh of natural gas will result in an 8% reduction in carbon dioxide emissions. The CO2 reduction potential has been calculated against 2009 utility usage data.
Greenhouse Gas Reduction resulting from proposed EEMs
EEM Natural Gas
(kWh) Electric (kWh)
CO2 (lbs)
Motor Upgrades 0 101,103 127,390 Lighting Upgrades and Controls 0 232,730 293,239 Existing Lighting Control Changes (non IC2) 0 16,174 20,380 Steam traps, valves, and Calorifiers 707,008 0 117,600 Isolé Plug Load Controls 0 15,000 18,900 2 Chiller Replacements with Screw 0 563,827 710,421 Boiler Burner Efficiency Upgrades 2,546,053 0 423,497 Insulate back of Cochran Boiler 55,002 0 9,149 Lower Steam Pressure to 9 Bar for 50% of time 454,750 0 75,641 Compressed Air Leak Audit 0 173,250 218,295 SUM of reductions from EEMs 3,762,812 1,102,084 2,014,512 Current Operations 21,811,302 17,204,800 25,306,025 % Reduction 17% 6% 8%
Table 20: Greenhouse Gas Reduction
3.10 EUI Evaluation Table 21details the Energy Utilization Index for the Cork and Jaffrey facilities.
According to the 2009 utility data the EUI was calculated to be approximately 226 kWh/ft2/year. After the EEMs are completed, the EUI will be reduced by 26 kWh/ft2/year to equal 200 kWh/ft2/year. When compared to Jaffrey, the 2009 EUI for Cork was 105% higher than Jaffrey. After the EEMs are implemented, the Cork facility will be about 90% greater than Jaffrey’s post-EEM EUI.
Cork EUI Evaluation (compared to Jaffrey)
Building Square Footage kWh per year
EUI (kWh/ft2/yr)
Cork Reduction
Jaffrey EUI (kWh/ft2/yr)
% greater than Jaffrey
2009 Conditions 188,000 42,394,008 226 110 105% Post EEMs 188,000 37,529,112 200 11% 105 90%
Table 21: EUI evaluation
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3.11 Utility Cost Savings Analysis Table 22 details the expected utility cost savings that may be realized through the
implementation of the Energy Efficiency Measures detailed in this report. Through implementing the described EEMs Millipore will reduce their utility cost by approximately �259,268 per year which equates to an 8% reduction when compared against 2009 utility costs.
Energy Reduction Summary by Type of Utility Natural Gas (kWh) Electric (kWh) CHP Heat (kWh) kWh Overall Cost 2009 Energy Consumption 21,811,302 17,204,800 3,377,906 42,394,008 � 3,108,831 Potential EEM Reduction 3,762,812 1,102,084 0 4,864,896 � 259,268 Percentage Reduction 17% 6% 0% 11% 8%
Table 22: Utility cost savings analysis
3.11.1 Additional Cost Saving Opportunities As noted in the audit performed by EirData in December 2009, there are many faults
within the current CHP contract with Dalkia as well as mutual faults regarding the operation of the CHP. Currently the CHP is operating at 900 kW while it is capable of 1000 kW. The reason for the reduced power output is the fact that Millipore currently can not use all the available low temperature hot water from the CHP. Increasing the sites hot water demand through removing as many steam coils as possible and switching to hot water coils will allow the CHP to operate at higher RPMs which will result in higher electrical efficiency. This increased electrical efficiency will allow for lower electricity prices and will decrease or eliminate the electrical minimum take pay charged for not using the waste heat from the CHP. In addition to increasing the electrical output, raising the efficiency of the CHP will allow Millipore to take more steam from the CHP, thus reducing the amount of natural gas used in Millipore Ops-2 boilers.
Contract negotiations should eliminate the minimum take pays charges which are issued due to the fact that Millipore is not using all the available heat from the CHP. Millipore should demand that Dalkia installs a properly sized cooling tower for the necessary heat rejection from the CHP rather than surcharging Millipore for being unable to operate the CHP at full capacity and efficiency. Additional contract negotiations should include renegotiating the heat rate Millipore pays to Dalkia for hot water and steam. A good method for negotiating this deal would be to use the Autoflame controls on the Millipore boilers to determine the efficiency of the Millipore boilers. Millipore then uses that efficiency value and applies it to the price paid for gas from the CHP. Currently Dalkia has set a generic value of 75% efficiency for combustion efficiency of gas users, and actually charges Millipore on the gas as “heat” consumption. If we enter negotiations and first eliminate minimum and maximum take pays, then we can leverage our boiler efficiency (which will be approximately 80%) in order to reduce the gas cost.
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3.12 Future Work Future work on the Cork facility could include the following:
- Boiler economizers - Pure Cycle power system (operated from hot water heated by boiler and CHP
exhaust gas) http://www.pw.utc.com/vgn-ext-templating/v/index.jsp?vgnextoid=7400b924618b0210VgnVCM1000004f62529fRCRD
- Re-negotiating the CHP contract - Finding solutions to use the excess hot water from the CHP in order to help
increase the efficiency of the CHP and take load off the Millipore Ops=2 boilers.
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APPENDIX A (Lighting)
Detailed Lighting EEM
Location Fix Type Bulbs/Fix length # fix ballast occ W/bulb #ballasts/fix W/ballast W/fixture kW/room
kW/room with new ballasts Hours of Op
Hours w/sensors
kWh Currently
kWh w/Electric Ballasts
kWh w/elec. Ballasts and occ sensors
Current Cost
Cost with electric ballasts
Cost w/elec. Ballasts and Occ sensors
WIP 3 T8 4 4 10 mag n 36 2 15 174 1.74 1.44 24 19.2 15,242 12,614 10,092 � 2,088 � 1,728 � 1,383 Durapore Casting T12 2 5 31 mag n 40 1 15 95 2.945 2.48 24 19.2 25,798 21,725 17,380 � 3,534 � 2,976 � 2,381 Durapore Control Room T8 3 4 4 mag n 36 1 15 123 0.492 0.432 24 19.2 4,310 3,784 3,027 � 590 � 518 � 415 MCC Room Durapore T8 2 5 9 mag n 58 1 15 131 1.179 1.044 24 19.2 10,328 9,145 7,316 � 1,415 � 1,253 � 1,002 Durapore Equipment Room T8 2 5 6 mag n 58 1 15 131 0.786 0.696 24 19.2 6,885 6,097 4,878 � 943 � 835 � 668 Durapore Annealing T8 3 4 8 Electric n 36 1 0 108 0.864 0.864 24 19.2 7,569 7,569 6,055 � 1,037 � 1,037 � 830 VMF4 T8 4 4 16 Electric n 36 2 0 144 2.304 2.304 24 19.2 20,183 20,183 16,146 � 2,765 � 2,765 � 2,212 Hydrophiln Room T8 4 4 6 Electric n 36 2 0 144 0.864 0.864 24 19.2 7,569 7,569 6,055 � 1,037 � 1,037 � 830 Inspector (Durapore) T8 4 4 6 mag n 36 2 15 174 1.044 0.864 18 12.6 6,859 5,676 3,974 � 940 � 778 � 544 WIP 5 T8 4 4 6 mag n 36 2 15 174 1.044 0.864 24 19.2 9,145 7,569 6,055 � 1,253 � 1,037 � 830 Durapore Mixing Room T12 2 5 26 mag n 40 1 15 95 2.47 2.08 24 19.2 21,637 18,221 14,577 � 2,964 � 2,496 � 1,997 Durapore Staging Area T8 4 4 6 mag n 36 2 15 174 1.044 0.864 24 19.2 9,145 7,569 6,055 � 1,253 � 1,037 � 830 Durapore Maintenance Office T8 4 2 11 mag y 18 2 15 102 1.122 0.792 19.2 19.2 7,863 5,550 5,550 � 1,077 � 760 � 760 Durapore Lab T8 4 4 2 mag n 36 2 15 174 0.348 0.288 24 16.8 3,048 2,523 1,766 � 418 � 346 � 242 Maintenance Workshop 4 T8 2 5 8 mag n 58 1 15 131 1.048 0.928 18 12.6 6,885 6,097 4,268 � 943 � 835 � 585 Office at top of ramp T8 3 4 14 mag n 36 1 15 123 1.722 1.512 18 14.4 11,314 9,934 7,947 � 1,550 � 1,361 � 1,089 Switch Room T8 3 4 2 mag n 36 1 15 123 0.246 0.216 12 6 1,077 946 473 � 148 � 130 � 65 Boiler House T8 2 5 14 mag n 58 1 15 131 1.834 1.624 24 2.4 16,066 14,226 1,423 � 2,201 � 1,949 � 195 Ramp corridor T8 2 5 12 mag n 58 1 15 131 1.572 1.392 24 19.2 13,771 12,194 9,755 � 1,887 � 1,671 � 1,336 Mixing Room T8 2 5 13 Electric n 58 1 0 116 1.508 1.508 24 19.2 13,210 13,210 10,568 � 1,810 � 1,810 � 1,448 Mixing Room T8 2 5 25 Electric n 58 1 0 116 2.9 2.9 24 19.2 25,404 25,404 20,323 � 3,480 � 3,480 � 2,784 MCC Hi-Flow T8 2 5 9 Electric n 58 1 0 116 1.044 1.044 24 19.2 9,145 9,145 7,316 � 1,253 � 1,253 � 1,002 Casting IC1 T8 2 5 37 Electric n 58 1 0 116 4.292 4.292 24 19.2 37,598 37,598 30,078 � 5,151 � 5,151 � 4,121 Casting IC1 T8 2 5 18 Electric y 58 1 0 116 2.088 2.088 19.2 19.2 14,633 14,633 14,633 � 2,005 � 2,005 � 2,005 End of Casting hall IC1 T8 4 4 20 Electric n 36 2 0 144 2.88 2.88 24 19.2 25,229 25,229 20,183 � 3,456 � 3,456 � 2,765 IC1 Water Room T8 2 5 17 Electric n 58 1 0 116 1.972 1.972 24 9.6 17,275 17,275 6,910 � 2,367 � 2,367 � 947 Roll Storage and packing IC1 T8 4 4 17 mag n 36 2 15 174 2.958 2.448 24 12 25,912 21,444 10,722 � 3,550 � 2,938 � 1,469 Inner Process Test Area T8 4 4 4 mag y 36 2 15 174 0.696 0.576 16.8 16.8 4,268 3,532 3,532 � 585 � 484 � 484 Clean Rm 2 Ladies Room T8 4 2 2 mag n 18 2 15 102 0.204 0.144 24 16.8 1,787 1,261 883 � 245 � 173 � 121 Clean Room 2 (millex33) T8 3 4 59 ? n 36 1 0 108 6.372 6.372 24 19.2 55,819 55,819 44,655 � 7,647 � 7,647 � 6,118 Clean Rm 2 Gowning T8 3 4 4 mag n 36 1 15 123 0.492 0.432 24 19.2 4,310 3,784 3,027 � 590 � 518 � 415 Clean Rm 2 Raw Materials T8 4 4 2 mag n 36 2 15 174 0.348 0.288 24 19.2 3,048 2,523 2,018 � 418 � 346 � 277 Clean Room 2 corridor (gowning entrance) T8 2 5 5 mag n 58 1 15 131 0.655 0.58 � 0 � 0 � 0 HR office T8 4 4 2 mag n 36 2 15 174 0.348 0.288 12 7.2 1,524 1,261 757 � 209 � 173 � 104 HR office T8 4 4 1 mag n 36 2 15 174 0.174 0.144 12 7.2 762 631 378 � 104 � 86 � 52 HR office T8 4 4 2 mag n 36 2 15 174 0.348 0.288 12 7.2 1,524 1,261 757 � 209 � 173 � 104 HR office T8 4 4 3 mag n 36 2 15 174 0.522 0.432 12 7.2 2,286 1,892 1,135 � 313 � 259 � 156 Corridor outside HR T8 4 4 6 mag n 36 2 15 174 1.044 0.864 24 19.2 9,145 7,569 6,055 � 1,253 � 1,037 � 830 corridor outside engineering workshop T8 2 5 5 mag n 58 1 15 131 0.655 0.58 24 19.2 5,738 5,081 4,065 � 786 � 696 � 557 Zip Tip area T8 4 4 5 Electric n 36 2 0 144 0.72 0.72 18 12.6 4,730 4,730 3,311 � 648 � 648 � 454 Filter Cutting T8 3 4 19 Electric y 36 1 0 108 2.052 2.052 19.2 19.2 14,380 14,380 14,380 � 1,970 � 1,970 � 1,970 Filter Cutting 2 T8 4 4 30 Electric y 36 2 0 144 4.32 4.32 19.2 19.2 30,275 30,275 30,275 � 4,148 � 4,148 � 4,148
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Packaging T8 4 4 8 Electric n 36 2 0 144 1.152 1.152 24 19.2 10,092 10,092 8,073 � 1,383 � 1,383 � 1,106 Stericup T8 4 4 16 Electric y 36 2 0 144 2.304 2.304 19.2 19.2 16,146 16,146 16,146 � 2,212 � 2,212 � 2,212 Molding Gowning T8 4 2 4 Electric n 18 2 0 72 0.288 0.288 24 19.2 2,523 2,523 2,018 � 346 � 346 � 277 Molding T12 3 5 46 mag n 40 1 15 135 6.21 5.52 24 19.2 54,400 48,355 38,684 � 7,453 � 6,625 � 5,300 Molding Services T8 2 5 14 mag n 58 1 15 131 1.834 1.624 24 19.2 16,066 14,226 11,381 � 2,201 � 1,949 � 1,559 Compressor Room T8 2 5 14 mag n 58 1 15 131 1.834 1.624 18 1.8 12,049 10,670 1,067 � 1,651 � 1,462 � 146 Corridor by Compressor Room T8 2 5 10 mag n 58 1 15 131 1.31 1.16 24 19.2 11,476 10,162 8,129 � 1,572 � 1,392 � 1,114 Med Devices Gowning T8 3 4 4 Electric n 36 1 0 108 0.432 0.432 24 19.2 3,784 3,784 3,027 � 518 � 518 � 415 Medical Devices T8 3 4 36 mag n 36 1 15 123 4.428 3.888 24 19.2 38,789 34,059 27,247 � 5,314 � 4,666 � 3,733 Med Devices Office T8 3 4 3 mag n 36 1 15 123 0.369 0.324 12 8.4 1,616 1,419 993 � 221 � 194 � 136 Med Devices Office T8 3 4 6 mag n 36 1 15 123 0.738 0.648 12 8.4 3,232 2,838 1,987 � 443 � 389 � 272 Molding Workshop T8 3 4 14 mag n 36 1 15 123 1.722 1.512 12 9.6 7,542 6,623 5,298 � 1,033 � 907 � 726 Molding Office T8 3 4 1 mag n 36 1 15 123 0.123 0.108 12 9.6 539 473 378 � 74 � 65 � 52 Molding Office T8 3 4 1 mag n 36 1 15 123 0.123 0.108 12 9.6 539 473 378 � 74 � 65 � 52 Molding Office T8 3 4 4 mag n 36 1 15 123 0.492 0.432 12 9.6 2,155 1,892 1,514 � 295 � 259 � 207 Molding Office T8 3 4 2 mag n 36 1 15 123 0.246 0.216 12 9.6 1,077 946 757 � 148 � 130 � 104 Millex Packaging Raw Materials T8 4 4 17 mag n 36 2 15 174 2.958 2.448 24 19.2 25,912 21,444 17,156 � 3,550 � 2,938 � 2,350 Millex Packaging Raw Materials T8 4 4 6 mag n 36 2 15 174 1.044 0.864 24 19.2 9,145 7,569 6,055 � 1,253 � 1,037 � 830 Snap ID T8 4 4 13 Electric y 36 2 0 144 1.872 1.872 19.2 19.2 13,119 13,119 13,119 � 1,797 � 1,797 � 1,797 Snap ID Packing Room T8 4 4 4 Electric n 36 2 0 144 0.576 0.576 24 19.2 5,046 5,046 4,037 � 691 � 691 � 553 Snap ID Gowning T8 4 4 2 Electric n 36 2 0 144 0.288 0.288 24 19.2 2,523 2,523 2,018 � 346 � 346 � 277 corridor Snap ID Gowning T8 2 5 8 mag n 58 1 15 131 1.048 0.928 24 19.2 9,180 8,129 6,503 � 1,258 � 1,114 � 891 Validation and QA dept T8 1 2 20 mag n 18 1 15 33 0.66 0.36 12 9.6 2,891 1,577 1,261 � 396 � 216 � 173 Warehouse T8 2 5 9 mag n 58 1 15 131 1.179 1.044 24 14.4 10,328 9,145 5,487 � 1,415 � 1,253 � 752 Warehouse T8 3 4 11 mag n 36 1 15 123 1.353 1.188 24 14.4 11,852 10,407 6,244 � 1,624 � 1,426 � 855 Stability Study Warehouse T12 3 5 4 mag n 40 1 15 135 0.54 0.48 12 4.8 2,365 2,102 841 � 324 � 288 � 115 Second Floor Mechanical Rm (Micro Lab) T8 2 5 5 mag n 58 1 15 131 0.655 0.58 8 2 1,913 1,694 423 � 262 � 232 � 58 Micro Lab Main Rm T8 2 5 13 Electric n 58 1 0 116 1.508 1.508 12 9.6 6,605 6,605 5,284 � 905 � 905 � 724 Microbio Back rm T8 4 2 3 Electric n 18 2 0 72 0.216 0.216 12 9.6 946 946 757 � 130 � 130 � 104 Microbio Biohaz Rm T8 4 2 2 Electric n 18 2 0 72 0.144 0.144 12 9.6 631 631 505 � 86 � 86 � 69 Microbio Biohaz Rm T8 4 4 1 Electric n 36 2 0 144 0.144 0.144 12 9.6 631 631 505 � 86 � 86 � 69 Microbio Biohaz Rm T8 3 4 1 Electric n 36 1 0 108 0.108 0.108 12 9.6 473 473 378 � 65 � 65 � 52 Microbio Priorclave Rm T8 4 2 3 Electric n 18 2 0 72 0.216 0.216 12 9.6 946 946 757 � 130 � 130 � 104 Microbio Hood Rm 1 T8 3 4 3 Electric n 36 1 0 108 0.324 0.324 12 9.6 1,419 1,419 1,135 � 194 � 194 � 156 Microbio Hood Rm 2 T8 4 4 3 Electric n 36 2 0 144 0.432 0.432 12 9.6 1,892 1,892 1,514 � 259 � 259 � 207
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Commission existing occupancy sensors (go from 15 minute delay to 10 minute delay) 7% savings
Area Fix Type Bulbs/Fix length
# fix ballast occ W/bulb #ballasts/fix W/ballast W/fixture kW/area
kW/area with new ballasts Hours of Op
Hours w/commissioning
kWh Currently
kWh w/Electric Ballasts
kWh w/elec. Ballasts and occ sensors
Current Cost
Cost with electric ballasts
Cost w/elec. Ballasts and Occ sensors
Snap ID T8 4 4 13 Electric y 36 2 0 144 1.872 1.872 19.2 17.856 13,119 13,119 12,201 � 1,797 � 1,797 � 1,671 Stericup T8 4 4 16 Electric y 36 2 0 144 2.304 2.304 19.2 17.856 16,146 16,146 15,016 � 2,212 � 2,212 � 2,057 Filter Cutting T8 3 4 19 Electric y 36 1 0 108 2.052 2.052 19.2 17.856 14,380 14,380 13,374 � 1,970 � 1,970 � 1,832 Filter Cutting 2 T8 4 4 30 Electric y 36 2 0 144 4.32 4.32 19.2 17.856 30,275 30,275 28,155 � 4,148 � 4,148 � 3,857 Inner Process Test Area T8 4 4 4 mag y 36 2 15 174 0.696 0.576 16.8 15.624 4,268 3,532 3,285 � 585 � 484 � 450 Casting IC1 T8 2 5 18 Electric y 58 1 0 116 2.088 2.088 19.2 17.856 14,633 14,633 13,608 � 2,005 � 2,005 � 1,864 Durapore Maintenance Office T8 4 2 11 mag y 18 2 15 102 1.122 0.792 19.2 17.856 7,863 5,550 5,162 � 1,077 � 760 � 707 IC2 T8 3 4 190 Electric y 36 1 0 108 20.52 20.52 12 11.16 89,878 89,878 83,586 � 12,313 � 12,313 � 11,451
***NOTE: All values in RED were estimated based on square footage.
APPENDIX B (Motor Replacement)
Process Motors
Location and Manufacturer Asset Number kW Hp RPM Efficiency Premium Efficiency
VSD/DOL/STAR/DELTA (indicate operating frequency (Hz))
Run Time (Hours/year) Current kW Proposed kW Current kWh
Proposed kWh
Is it EX?
Cost Savings per year
Replacement Price SPB SPB < 5 yrs SPB < 7 yrs
IC2 F.I.M.M - Pump pp-1501 0.12 0.2 1350 71 71 4380 0.1183 0.1183 518.1972 518.1972 y � 0.00
IC2 F.I.M.M - Pump pp-1502 0.18 0.2 1350 65 65 4380 0.1938 0.1938 849.0462 849.0462 y � 0.00
ABB - Pump pp-1503 1.5 2.0 2830 87 87 4380 1.2069 1.2069 5286.2069 5286.2069 y � 0.00 � 300.00
CEMP - Pump pp-1504 7.5 10.1 1450 77 90.4 4380 6.8182 5.8075 29863.6364 25436.9469 y � 606.46 � 800.00 1.3 replace replace
CEMP - Pump pp-1505 0.75 1.0 1400 70 82.5 4380 0.7500 0.6364 3285.0000 2787.2727 y � 68.19 � 300.00 4.4 replace replace
CEMP - Pump pp-1506 7.5 10.1 1450 77 90.4 4380 6.8182 5.8075 29863.6364 25436.9469 y � 606.46 � 800.00 1.3 replace replace
CEMP - Pump pp-1507 7.5 10.1 1450 77 90.4 4380 6.8182 5.8075 29863.6364 25436.9469 y � 606.46 � 800.00 1.3 replace replace
CEMP - Pump pp-1508 1.1 1.5 1400 74 84.1 4380 1.0405 0.9156 4557.5676 4010.2259 y � 74.99 � 300.00 4.0 replace replace
CEMP - Pump pp-1509 2.2 2.9 1427 77 86.7 4380 2.0000 1.7762 8760.0000 7779.9308 y � 134.27 � 400.00 3.0 replace replace
ABB - Pump pp-1510 4 5.4 2870 88 88 4380 3.1818 3.1818 13936.3636 13936.3636 y � 0.00 � 600.00
ABB - Pump pp-1511 4 5.4 2870 88 88 4380 3.1818 3.1818 13936.3636 13936.3636 y � 0.00 � 600.00
ABB - Pump pp-1514 3 4.0 2820 88 88 4380 2.3864 2.3864 10452.2727 10452.2727 y � 0.00 � 600.00
ABB - Pump pp-1516 3 4.0 2870 88 88 VSD 4380 2.3864 2.3864 10452.2727 10452.2727 y � 0.00 � 600.00
pp-1517 4380
pp-1518 0.0 4380
NORD - Pump pp-1519 1.1 1.5 1400 74 84.1 4380 1.0405 0.9156 4557.5676 4010.2259 y � 74.99 � 300.00 4.0 replace replace
CEMP - Pump pp-1520 0.75 1.0 1400 70 82.5 4380 0.7500 0.6364 3285.0000 2787.2727 n � 68.19 � 300.00 4.4 replace replace
ABB - Pump pp-1521 1.1 1.5 1400 84 84 4380 0.9167 0.9167 4015.0000 4015.0000 y � 0.00 � 300.00
CEMP - Pump pp-1522 1.5 2.0 1420 79 85.3 4380 1.3291 1.2309 5821.5190 5391.5592 y � 58.90 � 300.00 5.1 replace
CEMP - Pump pp-1401 7.5 10.1 1450 77 90.4 4380 6.8182 5.8075 29863.6364 25436.9469 y � 606.46 � 800.00 1.3 replace replace
Pump pp-1402 0.75 1.0 1400 70 82.5 4380 0.7500 0.6364 3285.0000 2787.2727 y � 68.19 � 300.00 4.4 replace replace
CEMP - Pump pp-1403 7.5 10.1 1450 77 90.4 4380 6.8182 5.8075 29863.6364 25436.9469 y � 606.46 � 800.00 1.3 replace replace
CEMP - Pump pp-1404 0.75 1.0 1400 70 82.5 4380 0.7500 0.6364 3285.0000 2787.2727 y � 68.19 � 300.00 4.4 replace replace
CEMP - Pump pp-1405 7.5 10.1 1400 77 90.4 4380 6.8182 5.8075 29863.6364 25436.9469 y � 606.46 � 800.00 1.3 replace replace
CEMP - Pump pp-1406 2.2 2.9 1400 77 86.7 4380 2.0000 1.7762 8760.0000 7779.9308 y � 134.27 � 400.00 3.0 replace replace
CEMP - Pump pp-1407 1.1 1.5 1400 72 84.1 4380 1.0694 0.9156 4684.1667 4010.2259 y � 92.33 � 300.00 3.2 replace replace
ABB - Pump pp-1408 2.2 2.9 2850 86 86 4380 1.7907 1.7907 7843.2558 7843.2558 y � 0.00 � 400.00
CEMP - Pump pp-1410 0.75 1.0 1400 70 82.5 4380 0.7500 0.6364 3285.0000 2787.2727 y � 68.19 � 300.00 4.4 replace replace
ABB - Pump pp-1411 2.2 2.9 2850 88 88 4380 1.7500 1.7500 7665.0000 7665.0000 y � 0.00 � 400.00
CEMP - Pump pp-1413 5.5 7.4 1455 78 89.6 4380 4.9359 4.2969 21619.2308 18820.3125 y � 383.45 � 600.00 1.6 replace replace
ABB - Pump pp-1414 7.5 10.1 2910 90 90.1 4380 5.8333 5.8269 25550.0000 25521.6426 y � 3.88 � 800.00 205.9
CEMP - Pump pp-1415 1.1 1.5 1400 74 84.1 4380 1.0405 0.9156 4557.5676 4010.2259 y � 74.99 � 300.00 4.0 replace replace
CEMP - Pump pp-1416 1.1 1.5 1400 70 84.1 4380 1.1000 0.9156 4818.0000 4010.2259 y � 110.67 � 300.00 2.7 replace replace
CEMP - Pump pp-1417 3 4.0 1450 77 87.7 4380 2.7273 2.3945 11945.4545 10488.0274 y � 199.67 � 600.00 3.0 replace replace
CEMP - Pump pp-1418 0.75 1.0 1400 70 82.5 4380 0.7500 0.6364 3285.0000 2787.2727 y � 68.19 � 300.00 4.4 replace replace
pp-1419 0.0 4380
ABB - Pump pp-1420 0.75 1.0 2790 82.5 82.5 4380 0.6364 0.6364 2787.2727 2787.2727 y � 0.00 � 300.00
CEMP - Pump pp-1421 0.75 1.0 1400 70 82.5 4380 0.7500 0.6364 3285.0000 2787.2727 y � 68.19 � 300.00 replace replace
WEG - Pump pp-1103 1.85 2.5 2940 89 89 4380 1.4551 1.4551 6373.1461 6373.1461 y � 0.00 � 300.00
WEG - Pump pp-1104 1.85 2.5 2940 89 89 4380 1.4551 1.4551 6373.1461 6373.1461 y � 0.00 � 300.00
GRUNDFOS - Pump pu-102 4 5.4 2917 89 89 4380 3.1461 3.1461 13779.7753 13779.7753 � 0.00 � 600.00
GRUNDFOS - Pump pu-102A 4 5.4 2917 89 89 4380 3.1461 3.1461 13779.7753 13779.7753 � 0.00 � 600.00 #DIV/
0!
GRUNDFOS - Pump pu-103 1.1 1.5 2853 82.5 82.7 DOL 4380 0.9333 0.9311 4088.0000 4078.1137 � 1.35 � 300.00 221.5
35
GRUNDFOS - Pump pu-104 1.1 1.5 2853 82.5 82.7 DOL 4380 0.9333 0.9311 4088.0000 4078.1137 � 1.35 � 300.00 221.5
GRUNDFOS - Pump pu-105 1.1 1.5 2853 82.5 82.7 DOL 4380 0.9333 0.9311 4088.0000 4078.1137 � 1.35 � 300.00 221.5
GRUNDFOS - Pump pu-106 1.1 1.5 2853 82.5 82.7 DOL 4380 0.9333 0.9311 4088.0000 4078.1137 � 1.35 � 300.00 221.5
GRUNDFOS - Pump pu-107 1.1 1.5 2853 82.5 82.7 DOL 4380 0.9333 0.9311 4088.0000 4078.1137 � 1.35 � 300.00 221.5
GRUNDFOS - Pump pu-108 1.1 1.5 2853 82.8 82.8 DOL 4380 0.9300 0.9300 4073.1884 4073.1884 � 0.00 � 300.00
GRUNDFOS - Pump pu-109 1.1 1.5 2853 82.8 82.8 DOL 4380 0.9300 0.9300 4073.1884 4073.1884 � 0.00 � 300.00
GRUNDFOS - Pump pu-110 1.5 2.0 2896 82.8 85.5 DOL 2920 1.2681 1.2281 3702.8986 3585.9649 � 16.02 � 300.00 18.7
GRUNDFOS - Pump pu-111 1.5 2.0 2896 85.5 85.5 DOL 2920 1.2281 1.2281 3585.9649 3585.9649 � 0.00 � 300.00
GRUNDFOS - Pump pu-112 1.5 2.0 2896 85.5 85.5 DOL 2920 1.2281 1.2281 3585.9649 3585.9649 � 0.00 � 300.00
GRUNDFOS - Pump pu-113 1.1 1.5 2853 82.8 82.8 DOL 2920 0.9300 0.9300 2715.4589 2715.4589 � 0.00 � 300.00
GRUNDFOS - Pump pu-114 1.1 1.5 2853 82.8 82.8 DOL 2920 0.9300 0.9300 2715.4589 2715.4589 � 0.00 � 300.00
GRUNDFOS - Pump pu-115 1.1 1.5 2853 82.8 82.8 DOL 2920 0.9300 0.9300 2715.4589 2715.4589 � 0.00 � 300.00
GRUNDFOS - Pump pu-301 7.5 10.1 2900 89.5 90.1 DOL 4380 5.8659 5.8269 25692.7374 25521.6426 � 23.44 � 800.00 34.1
GRUNDFOS - Pump pu-301A 7.5 10.1 2900 89.5 90.1 DOL 4380 5.8659 5.8269 25692.7374 25521.6426 � 23.44 � 800.00 34.1
ABB - Agitator ag-1101 37 49.6 1777 93.9 93.9 VSD 2190 27.5825 27.5825 60405.7508 60405.7508 y � 0.00 � 2,000.00
ABB - Agitator ag-1102 37 49.6 1777 93.9 93.9 VSD 2190 27.5825 27.5825 60405.7508 60405.7508 y � 0.00 � 2,000.00
ABB - Agitator ag-1103 37 49.6 1777 93.9 93.9 VSD 2190 27.5825 27.5825 60405.7508 60405.7508 y � 0.00 � 2,000.00
ABB - Agitator ag-1104 37 49.6 1777 93.9 93.9 VSD 2190 27.5825 27.5825 60405.7508 60405.7508 y � 0.00 � 2,000.00
ABB - Agitator ag-1105 37 49.6 1777 93.9 93.9 VSD 2190 27.5825 27.5825 60405.7508 60405.7508 y � 0.00 � 2,000.00
ABB - Agitator ag-1106 7.5 10.1 1773 90.1 90.1 VSD 2190 5.8269 5.8269 12760.8213 12760.8213 y � 0.00 � 800.00
ABB - Agitator ag-1107 1.1 1.5 1435 81 81 VSD 2190 0.9506 0.9506 2081.8519 2081.8519 y � 0.00 � 300.00
ag-1108 0.0 2190
ABB - Agitator ag-1109 18.5 24.8 984 91.7 91.7 VSD 2190 14.1221 14.1221 30927.4809 30927.4809 y � 0.00 � 1,500.00
ABB - Agitator ag-1110 1.1 1.5 1435 81 84.1 n 2190 0.9506 0.9156 2081.8519 2005.1130 y � 10.51 � 300.00 28.5
ABB - Agitator ACT-1507-PES Monometer AG1 0.75 1.0 942 69 78.9 VSD 2920 0.7609 0.6654 2221.7391 1942.9658 y � 38.19 � 300.00 7.9
ABB - Agitator ACT-1508-PES Monometer AG1 0.75 1.0 942 69 78.9 VSD 2920 0.7609 0.6654 2221.7391 1942.9658 y � 38.19 � 300.00 7.9
ABB - Agitator ACT-1509-PES Monometer AG1 0.75 1.0 942 64 78.9 VSD 2920 0.8203 0.6654 2395.3125 1942.9658 y � 61.97 � 300.00 4.8 replace replace
ABB - Agitator vp-101 3 4.0 2896 87.1 87.1 n 4380 2.4110 2.4110 10560.2755 10560.2755 y � 0.00 � 600.00 Reliance (water services room)- Fan M1-3030 150.0 1485 95.8 VSD 8760 0.0000 n
Reliance M-3031 30.0 1465 94.1 VSD 8760 0.0000 n #DIV/0! � 1,500.00
ADDA - Pump M-4203 2.2 2.9 1430 77 86.7 DOL 8760 2.0000 1.7762 17520.0000 15559.8616 � 268.54 � 400.00 1.5 replace replace
Elektrim - Fan MTR-1500 7.5 10.1 2895 88.4 90.1 DOL 8760 5.9389 5.8269 52024.8869 51043.2852 � 134.48 � 800.00 5.9 replace
Siemens - Supply Fan M-4400B 0.0 VSD 8760
US Motors - Pump M-3019-Curing Zone #5 3.73 5.0 2925 87.5 88.5 DOL 8760 2.9840 2.9503 26139.8400 25844.4746 � 40.47 � 300.00 7.4
US Motors - Pump M-3018-Curing Zone #4 1.492 2.0 2915 81.5 85.5 DOL 8760 1.2815 1.2215 11225.6982 10700.5193 � 71.95 � 300.00 4.2 replace replace
US Motors - Pump M-3021-Drying Zone #1 3.73 5.0 2925 87.5 88.5 DOL 8760 2.9840 2.9503 26139.8400 25844.4746 � 40.47 � 600.00 14.8
US Motors - Pump M-3020-Curing Zone #6 3.73 5.0 2925 87.5 88.5 DOL 8760 2.9840 2.9503 26139.8400 25844.4746 � 40.47 � 600.00 14.8
US Motors - Pump M-3023-Drying Zone #3 2.238 3.0 2925 85.5 86.5 DOL 8760 1.8323 1.8111 16050.7789 15865.2208 � 25.42 � 400.00 15.7
US Motors - Pump M-3022-Drying Zone #2 2.238 3.0 2925 85.5 86.5 DOL 8760 1.8323 1.8111 16050.7789 15865.2208 � 25.42 � 400.00 15.7
US Motors - Pump M1-M3025-Heating Hood #2 Kmachine 7.46 10.0 2915 90.2 90.2 DOL 8760 5.7894 5.7894 50714.7672 50714.7672 � 0.00 � 800.00
US Motors - Pump 3024-Heating Hood #1 Kmachine 7.46 10.0 2915 90.2 90.2 DOL 8760 5.7894 5.7894 50714.7672 50714.7672 � 0.00 � 800.00
US Motors - Pump M-3017- Curing Zone #3 1.492 2.0 2915 81.5 85.5 DOL 8760 1.2815 1.2215 11225.6982 10700.5193 � 71.95 � 300.00 4.2 replace replace
US Motors - Pump M-3016-Curing Zone #2 1.492 2.0 2915 81.5 85.5 DOL 8760 1.2815 1.2215 11225.6982 10700.5193 � 71.95 � 300.00 4.2 replace replace
US Motors - Pump M-3015-Curing Zone #1 1.492 2.0 2915 81.5 85.5 DOL 8760 1.2815 1.2215 11225.6982 10700.5193 � 71.95 � 300.00 4.2 replace replace
US Motors - Pump M-3014 5.595 7.5 2905 88.5 89.5 DOL 8760 4.4254 4.3760 38766.7119 38333.5642 � 59.34 � 800.00 13.5
ABB - Agitator ag-1026 1.76 2.4 1500 79 85.3 VSD 500 1.5595 1.4443 779.7468 722.1571 � 7.89 � 300.00 38.0
Brook - Pump p-1006 2.2 2.9 2860 85.9 85.9 DOL 8760 1.7928 1.7928 15704.7730 15704.7730 � 0.00 � 400.00
Brook - Agitator a-1006 2.2 2.9 1716 77 86.7 DOL 500 2.0000 1.7762 1000.0000 888.1200 � 15.33 � 400.00 26.1
ABB - Pump p-1015 2.2 2.9 2845 85.9 85.9 VSD 8760 1.7928 1.7928 15704.7730 15704.7730 � 0.00 � 400.00
Siemens - Agitator a-1014 2.2 2.9 1420 77 86.7 VSD 500 2.0000 1.7762 1000.0000 888.1200 � 15.33 � 400.00 26.1
Siemens - Agitator a-1013 2.2 2.9 1420 77 86.7 VSD 500 2.0000 1.7762 1000.0000 888.1200 � 15.33 � 400.00 26.1
36
Brook - Agitator a-1004 1.5 2.0 940 79 82.5 DOL 500 1.3291 1.2727 664.5570 636.3636 � 3.86 � 300.00 77.7
Brook - Agitator a-1009 1.2 1.6 710 74 81 DOL 500 1.1351 1.0370 567.5676 518.5185 � 6.72 � 300.00 44.6
ABB - Agitator M1-1010 T-1010 1500 VSD 500
ABB - Agitator M1-1011 T-1011 0.0 500
CEMP - Pump p-1013A 2.2 2.9 1420 77 86.7 VSD 4380 2.0000 1.7762 8760.0000 7779.9308 � 134.27 � 400.00 3.0 replace replace
CEMP - Pump p-1014A 2.2 2.9 1420 77 86.7 VSD 4380 2.0000 1.7762 8760.0000 7779.9308 � 134.27 � 400.00 3.0 replace replace
CEMP - Pump p-1011 1.8 2.4 1500 77 85.3 VSD 500 1.6364 1.4771 818.1818 738.5698 � 10.91 � 300.00 27.5
Brook - Pump p-1003 3 4.0 1430 81 87.7 VSD 500 2.5926 2.3945 1296.2963 1197.2634 � 13.57 � 600.00 44.2
Brook - Pump p-1002 2.2 2.9 1425 77 86.7 VSD 500 2.0000 1.7762 1000.0000 888.1200 � 15.33 � 400.00 26.1
MP - Pump p-1010 2.2 2.9 1500 77 86.7 VSD 500 2.0000 1.7762 1000.0000 888.1200 � 15.33 � 400.00 26.1
Brook - Pump p-1001 1.5 2.0 2865 79 85.3 VSD 500 1.3291 1.2309 664.5570 615.4748 � 6.72 � 300.00 44.6
Brooks Crompton - Fan VMF4 Dryer Supply Motor 45 60.3 1465 91 94.2 VSD 8760 34.6154 33.4395 303230.7692 292929.9363 � 1,411 � 3,000.00 2.1 replace replace
US Motors - Fan VMF4 Air Knife 11.19 15.0 3525 88.5 91 VSD 4380 8.8508 8.6077 38766.7119 37701.6923 � 145.91 � 700.00 4.8 replace replace
Baldor - Fan UV Extract Fan 5 6.7 1425 84 89.6 DOL 4380 4.1667 3.9063 18250.0000 17109.3750 � 156.27 � 600.00 3.8 replace replace
Baldor - Fan UV Cooling Fan 10 13.4 2850 85.5 91.4 DOL 4380 8.1871 7.6586 35859.6491 33544.8578 � 317.13 � 700.00 2.2 replace replace
VEM - Fan c-103-Intermitent Ext. Fan VMF4 3 4.0 1440 81 87.7 DOL 1500 2.5926 2.3945 3888.8889 3591.7902 � 40.70 � 600.00 14.7
Brook Crompton - Pump E181- OP2 Condensate Recovery #1 1.5 2.0 2870 79 84.2 DOL 4380 1.3291 1.2470 5821.5190 5461.9952 � 49.25 � 300.00 6.1 replace
Brook Crompton - Pump E181- OP2 Condensate Recovery #2 1.5 2.0 2870 79 84.2 DOL 4380 1.3291 1.2470 5821.5190 5461.9952 � 49.25 � 300.00 6.1 replace
WEG - Fan VMF1 D dryer Supply 90 120.6 1480 92 95.2 VSD 4380 68.4783 66.1765 299934.7826 289852.9412 � 1,381 � 5,000.00 3.6 replace replace
Brook Crompton - Fan VMF1 Dryer Exhaust 30 40.2 1470 89 93.6 VSD 4380 23.5955 22.4359 103348.3146 98269.2308 � 695.83 � 2,000.00 2.9 replace replace
Reliance Electric - Fan pp-401 VMF1 air knife 11.19 15.0 2920 91.7 91.7 DOL 4380 8.5420 8.5420 37413.8931 37413.8931 � 0.00 � 700.00
Brook motors - Pump pp-409 VMF1 Formation Bath 5.5 7.4 2900 89.2 89.2 2920 4.3161 4.3161 12603.1390 12603.1390 EEXD � 0.00 � 600.00
Brook Motors - Agitator Durapore Mix Vessel 1 11 14.7 1475 86 91.4 VSD 2920 8.9535 8.4245 26144.1860 24599.5624 old ex � 211.61 � 700.00 3.3 replace replace
Brook Motors - Agitator MTR-ag-103 11 14.7 1475 86 91.4 VSD 2920 8.9535 8.4245 26144.1860 24599.5624 old ex � 211.61 � 700.00 3.3 replace replace
Brook Motors - Agitator MTR-ag-105 Durapore Mix Vessel 3 11 14.7 1475 86 91.4 VSD 2920 8.9535 8.4245 26144.1860 24599.5624
old ex � 211.61 � 700.00 3.3 replace replace
Brook Motors - Pump MTR-pp-107 1.5 2.0 2870 79 84.2 8760 1.3291 1.2470 11643.0380 10923.9905 EEXD � 98.51 � 300.00 3.0 replace replace
Brook Motors - Pump MTR-102 1.75 2.3 2850 79 84.2 DOL 8760 1.5506 1.4549 13583.5443 12744.6556 EEXD � 114.93 � 300.00 2.6 replace replace
Brook Motors - Pump MTR-100 Vessel 1 Heat Tracing 1.5 2.0 2870 79 84.2 DOL 8760 1.3291 1.2470 11643.0380 10923.9905 EEXD � 98.51 � 300.00 3.0 replace replace
Brook Motors - Pump MTR-109 4 5.4 1440 88 88.6 VSD 8760 3.1818 3.1603 27872.7273 27683.9729 � 25.86 � 500.00 19.3
Brook Motors - Pump MTR-114 1.5 2.0 2850 79 84.2 DOL 8760 1.3291 1.2470 11643.0380 10923.9905 � 98.51 � 300.00 3.0 replace replace
Brook Motors - Pump MTR-416 Sump Pump 402 1.5 2.0 2870 79 84.2 DOL 8760 1.3291 1.2470 11643.0380 10923.9905 � 98.51 � 300.00 3.0 replace replace
Brook Motors - Pump MTR-518 Sump Pump 502 1.5 2.0 2870 79 84.2 DOL 8760 1.3291 1.2470 11643.0380 10923.9905 � 98.51 � 300.00 3.0 replace replace
Brook Motors - Pump p-2003-A 11 14.7 2935 86 91.2 DOL 8760 8.9535 8.4430 78432.5581 73960.5263 � 612.67 � 700.00 1.1 replace replace
Argus - Pump P-2003-B 1.5 2.0 2865 79 84.2 DOL 1000 1.3291 1.2470 1329.1139 1247.0309 � 11.25 � 300.00 26.7
Brook Motors - Pump p-2002-A 11 14.7 2940 88.5 91.2 DOL 4380 8.7006 8.4430 38108.4746 36980.2632 � 154.56 � 700.00 4.5 replace replace
Brook Motors - Pump P-2002-B 1.5 2.0 2865 79 94.2 DOL 4380 1.3291 1.1146 5821.5190 4882.1656 � 128.69 � 300.00 2.3 replace replace
Brook Motors - Pump p-2001-A 11 14.7 2935 86 91.2 DOL 4380 8.9535 8.4430 39216.2791 36980.2632 � 306.33 � 700.00 2.3 replace replace
Brook Motors - Pump P-2001-B 1.5 2.0 2865 79 94.2 DOL 4380 1.3291 1.1146 5821.5190 4882.1656 � 128.69 � 300.00 2.3 replace replace
Brook Motors - Pump pp-219-B 3.9 5.2 2890 88 88.5 DOL 4380 3.1023 3.0847 13587.9545 13511.1864 � 10.52 � 300.00 28.5
Brook Motors - Pump pp-219-A 3.9 5.2 2890 88 88.5 DOL 4380 3.1023 3.0847 13587.9545 13511.1864 � 10.52 � 400.00 38.0
Brook Motors - Pump pp-210 3 4.0 2880 81 87.1 DOL 4380 2.5926 2.4110 11355.5556 10560.2755 � 108.95 � 600.00 5.5 replace
Brook Motors - Pump pp-211 2.2 2.9 2850 85.9 85.9 DOL 4380 1.7928 1.7928 7852.3865 7852.3865 � 0.00 � 400.00
Brook Motors - Pump pp-209 3 4.0 2880 81 87.1 DOL 4380 2.5926 2.4110 11355.5556 10560.2755 � 108.95 � 600.00 5.5 replace
Brook Motors - Pump p-304 1.1 1.5 2850 74 82.7 DOL 4380 1.0405 0.9311 4557.5676 4078.1137 old ex � 65.69 � 300.00 4.6 replace replace
Brook Motors - Pump p-302 1.5 2.0 2870 79 84.2 DOL 4380 1.3291 1.2470 5821.5190 5461.9952 old ex � 49.25 � 300.00 6.1 replace
ATB - Pump pp-301 1.5 2.0 3000 79 84.2 DOL 4380 1.3291 1.2470 5821.5190 5461.9952 old ex � 49.25 � 300.00 6.1 replace
Brook Motors - Pump pp-220 T-215 1.5 2.0 2820 79 84.2 DOL 1500 1.3291 1.2470 1993.6709 1870.5463 � 16.87 � 300.00 17.8
37
Brook Motors - Pump MTR-pp-221 T-216 1.5 2.0 2820 79 84.2 DOL 1500 1.3291 1.2470 1993.6709 1870.5463 � 16.87 � 300.00 17.8
Brook Motors - Pump MTR-223 T-213 1.1 1.5 2850 74 82.7 DOL 1500 1.0405 0.9311 1560.8108 1396.6143 � 22.49 � 300.00 13.3
Brook Motors - Pump MTR-pp-222 T217 1.1 1.5 2850 74 82.7 DOL 1500 1.0405 0.9311 1560.8108 1396.6143 � 22.49 � 300.00 13.3
Brook Motors - Pump MTR-pp-219 T214 1.5 2.0 2820 79 84.2 DOL 1500 1.3291 1.2470 1993.6709 1870.5463 � 16.87 � 300.00 17.8
Brook Motors - Pump MTR-pp-218 1.5 2.0 2820 79 84.2 DOL 1500 1.3291 1.2470 1993.6709 1870.5463 � 16.87 � 300.00 17.8
Brook Motors - Pump MTR-203A T-201 5.5 7.4 2900 84 89.2 VSD 1500 4.5833 4.3161 6875.0000 6474.2152 � 54.91 � 600.00 10.9
Brook Motors - Pump MTR-pp-206 2.2 2.9 2850 85.9 85.9 DOL 1500 1.7928 1.7928 2689.1735 2689.1735 � 0.00 � 400.00
Brook Motors - Pump MTR-pp-226 2.2 2.9 2850 85.9 85.9 DOL 1500 1.7928 1.7928 2689.1735 2689.1735 � 0.00 � 400.00
Brook Motors - Pump MTR-pp-205 2.2 2.9 2860 85.9 85.9 DOL 1500 1.7928 1.7928 2689.1735 2689.1735 � 0.00 � 400.00
Brook Motors - Pump pp-201 DMAC 5.5 7.4 2900 84 89.2 DOL 1500 4.5833 4.3161 6875.0000 6474.2152 � 54.91 � 600.00 10.9
Alpak - Pump p-309 15 20.1 2900 89 91.9 DOL 1500 11.7978 11.4255 17696.6292 17138.1937 � 76.51 � 800.00 10.5
Alpak - Pump p-310 15 20.1 2900 89 91.9 DOL 1500 11.7978 11.4255 17696.6292 17138.1937 � 76.51 � 800.00 10.5
Siemens (wastewater bubbler) 30 40.2 2950
GRUNDFOS - Pump RO1 5.5 7.4 3500 84 89.2 DOL 2920 4.5833 4.3161 13383.3333 12603.1390 � 106.89 � 600.00 5.6 replace
GRUNDFOS - Pump RO2 5.5 7.4 3500 84 89.2 DOL 2920 4.5833 4.3161 13383.3333 12603.1390 � 106.89 � 600.00 5.6 replace
GRUNDFOS - Pump Pre-Softner Pump 1 4 5.4 2900 89 89 DOL 2920 3.1461 3.1461 9186.5169 9186.5169 � 0.00 � 500.00
Pre-Softner Pump 2 4 5.4 2900 89 89 DOL 2920 3.1461 3.1461 9186.5169 9186.5169 � 0.00 � 500.00
GRUNDFOS - Pump Cochran Boiler 1 7.5 10.1 2900 89 90.1 DOL 2920 5.8989 5.8269 17224.7191 17014.4284 � 28.81 � 800.00 27.8
GRUNDFOS - Pump Cochran Boiler 2 7.5 10.1 2900 89 90.1 DOL 2920 5.8989 5.8269 17224.7191 17014.4284 � 28.81 � 800.00 27.8
GRUNDFOS - Pump Byworth PU1 7.5 10.1 2920 89.5 90.1 DOL 2920 5.8659 5.8269 17128.4916 17014.4284 � 15.63 � 800.00 51.2
GRUNDFOS - Pump Byworth PU2 7.5 10.1 2920 89.5 90.1 DOL 2920 5.8659 5.8269 17128.4916 17014.4284 � 15.63 � 800.00 51.2
GRUNDFOS - Pump UF Water P5 4 5.4 2930 89 89 DOL 2920 3.1461 3.1461 9186.5169 9186.5169 � 0.00 � 500.00
GRUNDFOS - Pump UF Water P6 4 5.4 2930 89 89 DOL 2920 3.1461 3.1461 9186.5169 9186.5169 � 0.00 � 500.00 ***NOTE: All values in RED were estimated due to the fact that information was not available but needed for calculations. The methodology for estimations can be seen in the motors section of the report.
APPENDIX C (Steam and Boilers)
Lower Steam Pressure
kWh Savings
Millipore Steam Cost After Burner Upgrades CHP Steam Cost Total Steam Cost
Current operation � 412,775 � 96,429 � 509,204
Assuming 10% continuous steam lost to leaks in 14 bar lines � 41,277.45 � 9,642.94 � 50,920.39
Steam Loss at 9 bar � 26,535.51 � 6,199.03 � 32,734.54
Savings � 14,741.95 � 3,443.91 � 18,185.85
Saving by lowering steam pressure to 9 bar 75% of the time 454,750 � 11,056.46 � 2,582.93 � 13,639.39
Insulate Back of Cochran Boiler
kWh Savings 55,002 Cost Savings � 1,573.61 Implementation Cost � 3,000.00 SPB 1.91
NPV � 5,887.00
40
Boiler Burner Efficiency Upgrades
kWh Savings with 15% burner efficiency upgrades 2,546,053 Cost Savings � 72,843
Implementation Cost � 131,784 Simple Payback 1.81
10 year Net Present Value at 12% discounted rate � 279,795
Boiler Burner Upgrade Costs 1.38 USD = 1 Euro Task Total Euro Total USD Burner Install (2) � 17,000 $23,460 Brickwork Modification � 4,850 $6,693 Gas Pipe Modifications � 9,800 $13,524 Subtotal � 31,650 $43,677 Burner for Cochran � 29,762 $41,072 Burner for Byworthy � 33,414 $46,112 Autoflame & EGA � 7,597 $10,484 Autoflame & EGA � 7,597 $10,484 Subtotal � 78,371 � 108,152 Computer � 2,174 $3,000 Computer Stand � 362 $500 Data Transfer Interface � 3,623 $5,000 US Burner Expert (supervisor) � 3,623 $5,000 10% Contingency � 11,980 $16,533 Subtotal � 21,763 $30,033
Grand Total � 131,784 $181,862
Steam Leak Remediation
Steam leak location Leak size (in)Steam Pressure Cost (per 1000lbs of
steam) Cost/year Imp. Cost SPB Steam valve in water room 0.0313 14 � 10.54 � 1,405.00 � 600.00 0.42705 IC2 Tank Farm Condensate pump tank 0.0625 14 � 10.54 � 5,625.00 � 400.00 0.07111 AHU28 Calorifier on roof 0.0625 5 � 10.54 � 1,400.00 � 200.00 0.14286 bottom inspection plate of Byworthy Boiler 0.0313 14 � 10.54 � 2,812.50 � 400.00 0.14222 Microweb Condensate Pump (failed trap upstream) 0.0625 7 � 10.54 � 1,960.00 � 400.00 0.20408 Steam pouring out of pipe on side of building 0.0625 14 � 10.54 � 5,625.00 � 600.00 0.10667 Steam pouring out of pipe on side of building 0.0625 5 � 10.54 � 1,400.00 � 600.00 0.42857
APPENDIX D (Chillers)
Chiller Selection and operational Costs kWh per year for various loadings
Chiller Type Cooling Tonnage EER COP
Input kW kW/ton Full Load 90% 80% 70% 60% 50% 40% 30% 20%
Currently Installed 236 7 2.050982 404.6 1.71 3,544,046 3,189,641 2,835,237 2,480,832 2,126,427 1,772,023 1,417,618 1,063,214 708,809 Reciprocating 260 10 2.929974 312.0 1.20 2,733,120 2,459,808 2,186,496 1,913,184 1,639,872 1,366,560 1,093,248 819,936 546,624 Screw 260 17 4.980955 183.5 0.71 1,607,718 1,446,946 1,286,174 1,125,402 964,631 803,859 643,087 482,315 321,544 Centrifugal 260 21 6.152945 148.6 0.57 1,301,486 1,171,337 1,041,189 911,040 780,891 650,743 520,594 390,446 260,297 Energy Cost of operation per year at various loadings Full Load 90% 80% 70% 60% 50% 40% 30% 20% Currently Installed Recip. �485,534 �436,981 �388,427 �339,874 �291,321 �242,767 �194,214 �145,660 �97,107 Reciprocating �374,437 �336,994 �299,550 �262,106 �224,662 �187,219 �149,775 �112,331 �74,887 Screw �220,257 �198,232 �176,206 �154,180 �132,154 �110,129 �88,103 �66,077 �44,051 Centrifugal �178,304 �160,473 �142,643 �124,812 �106,982 �89,152 �71,321 �53,491 �35,661 Estimated Building Load Profile Full Load 90% 80% 70% 60% 50% 40% 30% 20% % of time at each loading 1% 1% 5% 12% 22% 22% 15% 12% 10% Energy Cost of Operation Based on Building Load Profile Yearly Total Currently Installed Recip. �4,855 �4,370 �19,421 �40,785 �64,091 �53,409 �29,132 �17,479 �9,711 �243,253 Reciprocating �3,744 �3,370 �14,977 �31,453 �49,426 �41,188 �22,466 �13,480 �7,489 �187,593 Screw �2,203 �1,982 �8,810 �18,502 �29,074 �24,228 �13,215 �7,929 �4,405 �110,349 Centrifugal �1,783 �1,605 �7,132 �14,977 �23,536 �19,613 �10,698 �6,419 �3,566 �89,330
Yearly energy savings based on percentage of time loaded at 20-100% Yearly Total Savings
Screw vs. Recip �1,541.80 �1,387.62 �6,167.20 �12,951.13 �20,351.78 �16,959.81 �9,250.81 �5,550.48 �3,083.60 � 77,244.24 Centrifugal vs. Recip �1,961.34 �1,765.21 �7,845.36 �16,475.25 �25,889.67 �21,574.73 �11,768.03 �7,060.82 �3,922.68 � 98,263.08 Centrifugal vs. Screw �419.54 �377.58 �1,678.15 �3,524.12 �5,537.90 �4,614.92 �2,517.23 �1,510.34 �839.08 � 21,018.84 Equipment Cost Recip Cost � 100,000 Estimated Screw Cost � 145,180 Quoted Centrifugal Cost � 245,972 Quoted Screw Vs Reciprocating kWh Savings 563,827 Cost Savings � 77,244 Implementation Cost over a Recip. � 45,180 SPB 0.58 NPV 10 yrs @ 12% � 391,265
APPENDIX E (Thermal Images)
45
Thermal Image Summary Image 1: Shows un-insulated steam pipe and valves that could benefit from insulation Image 2: Shows heat loss through an inside corner located on the exterior of the building. This can be repaired by simply sealing between the corrugated steel panels. Image 3: Shows another inside corner that is leaking a significant amount of heat. This seam could also benefit from sealing. Image 4: Shows a third inside corner that is in need of some sealing. Heat loss is evident in this area. Image 5: Shows a pipe pouring steam out the building and heating the surrounding area to nearly 100 degrees Celsius. This steam leak should be stopped (it is most likely coming from a failed steam trap) or if it is process steam then maybe it is possible to reclaim the heat and use it to heat a room or other space nearby. Image 6: Shows a plume of steam coming off the roof. This heat los should be stopped or contained and reused for other purposes. Image 7: Shows the heat loss through the ridge of the roof as well as the corners of the building where insulation may be lacking Image 8: Shows heat loss through the seams of the corrugated steel panels, sealing of these seams can decrease the drafts in the building resulting in a higher efficiency building envelope Image 9: Again shows a seam that is leaking hot air into the cold atmosphere. Sealing of this leak will help to reduce the heating load of the building. Image 10: Shows a section of un-insulated steam line. Image 11: Shows a properly operating steam trap. Image 12: Shows a significant steam leak outside the building. This leak needs to be repaired but if it is process steam the possibly the steam can be recaptured and put through a second use. Image 13: Again shows an un-insulated steam valve that is emitting a great deal of heat. Insulating jackets must be added to all steam lines and valves. Image 14: Shows the boiler stack temperature at 191 on the outside of the stack. This is pretty typical of a steam boiler but the thought behind this is that the boiler exhaust can be used in conjunction with a Pure Cycle system to generate electricity from the waste heat. Image 15: Shows the temperature of the back door of the Cochran boiler. This is the boiler that is in need of an insulating jacket. Image 16: Shows the back door of the Cochran boiler up near the exhaust stack where a significant amount of heat is being lots. Image 17: Shows the front of the Cochran boiler the front of the boiler is shielded and insulated with plates mounted over the body of the boiler. Image 18: Again shows the front of the Cochran boiler. Heat coming out from between the insulating plates is tremendously hot. Image 19: Shows a section of un-insulated pipe. Sections like this exist all throughout the plant and should be buttoned up to conserve energy. Image 20: Shows calorifier 1 and its missing insulation. This calorifier can be removed since it is no longer used. Image 21: Shows the chilled water tank in the compressor room that is lacking insulation beneath the aluminum sheathing. The room this tank is in if full of un-insulated steam pipes and other heat sources that drastically warm up the tank and causes a decrease in building systems efficiency.
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Millipore Ireland Limited IPPC Licence Reg. No. P0571-03
Annual Environment Report 2010
Appendix X
Environmental Liabilities Risk Assessment &
DMP
DMP & ELRA Review for Millipore Ireland Limited Final 31st March 2011
ii
Document Control Status Draft Final Draft Final Date 24/3/2011 29/3/2011 31/3/2011
Version # 1 2 3
Approved
This report has been prepared by Environet Consulting Ireland Ltd, with all appropriate care and diligence within the terms of the Contract with the client. This Contract incorporates our Terms and Conditions and takes account of the resources devoted to it by agreement with the client. We disclaim any responsibility to the client and others in respect of any matters outside the scope of works. This report is confidential to the client and we accept no responsibility to third parties to whom this report, or any part thereof, is made known. Such parties rely on the report at their own risk.
Dungarvan Business Centre Fairlane Shandon Dungarvan Co. Waterford Ireland Tel: 058-51155 Fax: 058-51231 Email: info@environet.ie www.environet.ie
iii
TABLE OF CONTENTS
1 INTRODUCTION ......................................................................................4
1.1 Decommissioning Management Plan........................................................................4
1.2 Environmental Liability Risk Assessment ................................................................5
1.3 Site Audit and Documentation Review......................................................................5
1.4 Assumptions ................................................................................................................6
2 DMP REVIEW...........................................................................................7
2.1 Methodology ................................................................................................................7
3 ELRA REVIEW.......................................................................................10
3.1 Methodology ..............................................................................................................10
3.2 Item 39 Addition.........................................................................................................13
3.3 Updated Risk Matrix ..................................................................................................14
3.4 Additional Item for Risk Mitigation Form ................................................................15
4 CLOSURE ..............................................................................................15
Millipore Ireland Limited
4
1 Introduction Millipore Ireland Limited (Millipore) is an IPPC licensed facility based in Tullagreen, Carrigtwohill, Co. Cork. Millipore has requested Environet to carry out a review of the Decommissioning Management Plan (DMP) and Environmental Liabilities Risk Assessment (ELRA) submitted to the EPA with the 2010 AER. The results of the review are contained in this report. The original IPC licence (register no. 571 or P0571-01) was issued to Millipore on 19th September 2002. This licence was superseded by IPPC licence Reg. No. P0571-02 issued by the EPA on 28th March 2007 and the current licence Reg. No. P0571-03 issued by the EPA on 9th March 2010. The licence was transferred to Millipore Ireland Limited from Millipore Ireland BV on 3rd August 2010. The principal class of activity on site is:
‘The manufacture or use of coating materials in processes with a capacity to make or use at least 10 tonnes per year of organic solvents, and powder coating manufacture with a capacity to produce at least 50 tonnes per year.’
The site is also licensed to be carried out the following activity:
‘The recovery or disposal of waste in a facility, within the meaning of the Act of 1996, which facility is connected or associated with another activity specified in this Schedule in respect of which a licence or revised licence under Part IV is in force or in respect of which a licence under the said part is or will be required’.
1.1 Decommissioning Management Plan
The preparation of a Decommissioning Management Plan (DMP) is a requirement under Condition 10 of the current IPPC licence Reg. No. P0571-03, which states as follows: 10.2.1 The licensee shall prepare, to the satisfaction of the Agency, a fully
detailed and costed plan for the decommissioning or closure of the site
or part thereof. This plan shall be submitted to the Agency for
agreement within nine months of the date of grant of the licence.
10.2.2 The plan shall be reviewed annually and proposed amendments
thereto notified to the Agency for agreement as part of the AER. No
Millipore Ireland Limited
5
amendments may be implemented without the agreement of the
Agency.
10.2.3 The Decommissioning Management Plan shall include as a minimum,
the following:-
i) A scope statement for the plan; ii) The criteria which defines the successful decommissioning of the
activity or part thereof, which ensure the minimum impact on the environment;
iii) A programme to achieve the stated criteria; iv) Where relevant, a test programme to demonstrate the successful
implementation of the decommissioning plan; v) Details of the costings for the plan and the financial provisions to
underwrite those costs.
1.2 Environmental Liability Risk Assessment
The preparation of an ELRA is a requirement under Condition 12 of the current IPPC licence, which states as follows: Condition 12.3 Environmental Liabilities
12.3.2 The licensee shall arrange for the completion, by an independent and appropriately qualified consultant, of a comprehensive and fully costed Environmental Liabilities Risk Assessment (ELRA), which addresses the liabilities from past and present activities. The assessment shall include those liabilities and costs identified in Condition 10 for execution of the DMP. A report on this assessment shall be submitted to the Agency for agreement within twelve months of date of grant of this licence. The ELRA shall be reviewed as necessary to reflect any significant change on site, and in any case every three years following initial agreement: review results are to be notified as part of the AER.
1.3 Site Audit and Documentation Review
Mr. Gerard Kelly of Environet visited the site on 10th March 2011 for the purpose of carrying out a site audit and to review documentation that might result in a change to the current documents. Table 1 below contains a list of some of the documentation reviewed as part of the audit;
Millipore Ireland Limited
6
Documentation Reviewed Decommissioning Management Plan Update, ERM, 2010. Environmental Liabilities Risk Assessment, ERM, 2010. Draft Site Major Hazard Identification and Risk Assessment Study (Seveso), Denis Curtin Ltd., 12th March 2010. Application to the EPA for a licence transfer, 26th March 2010. EPA Audit Report for audit carried out on 2nd December 2010. Incident Reports – 2010. Groundwater Monitoring Reports – 2010. Site Hazardous Waste Management Register – 2010. Site Non-Hazardous Waste Management Register – 2010. EPA Correspondence File. Firewater Risk Assessment Review, ERM, 2010
Table 1: Documentation Reviewed
1.4 Assumptions
The following assumptions have been made in order to facilitate the production of this report:
• That all relevant information has been made available to Environet in order to complete an effective review of the DMP and ELRA.
• This report is based on the operations that have been carried out at the site to date. The report does not consider potential liabilities associated with significant changes in the use of the site e.g. extension or redevelopment. Any such changes to the operation should be assessed as part of a separate risk assessment and the results of this assessment taken into account when reviewing and updating any aspect of the report; and
• For the purpose of the report, Environet assumes that Millipore operates its site in general accordance with the conditions of the IPPC Licence. No provisions have been made for any potential costs associated with any criminal proceedings that could arise. Such costs are not covered by insurance and therefore cannot be underwritten by any third party or insurance organisation.
Millipore Ireland Limited
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2 DMP Review
2.1 Methodology
Table 2 below details the review of the various sections of the current DMP report, comments and, where appropriate, makes changes;
Section Comment Change
1 Introduction Millipore Ireland BV has now changed to Millipore Ireland Limited as detailed in the Transfer Application to the Agency dated 26th March 2010
‘Millipore Ireland BV’ to ‘Millipore Ireland Limited’ throughout the report
1.1 Overall Methodology
The guidance document from the EPA used in the preparation of the report is still current
None
1.2 Key Assumptions Assumptions remain valid
None
2 Step 1: Initial Screening and Operational Risk Assessment
2.1 Methodology Methodology remains valid
None
2.2 Screening and Assessment
Overall activities at the site remain the same therefore screening and assessment has not changed
None
3 Step 2: Preparation of a Closure, Restoration and Aftercare Management Plan
3.1 Closure Plan 3.1.1 Introduction The licence details,
facility location and boundary remain the same. However Millipore corporation was purchased by
Add the following; ‘Millipore Corporation was purchased by Merck KGaA in 2010 and is now part of the Merck Millipore division of Merck KGaA.’
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Section Comment Change Merck KGaA in 2010.
3.1.2 Facility closure scenarios covered in the plan
Closure scenario remains the same.
None
3.1.3 Site Evaluation Environmental sensitivity and site history remain the same. Some additions to compliance history (note improvement in IPPCL compliance in 2010 Vs 2009) and groundwater monitoring results are required. Products and processes remain the same. Quantities of raw materials and products remain the same. Quantity of waste produced in 2010 has changed therefore total quantities need to be updated in Table 3.12
Add the following to Table 3.4 Year: 2010 No. of non-compliances: 3 Source of non-compliances: 3 TO bypasses. Also 1 pipeline integrity issue Corrective Action: TO – various mechanical/ electrical faults now rectified Pipeline integrity – investigation followed by pipeline rerouting & decommissioning and soil removal & disposal. Hazardous waste total changes from 294 t to 429 t. Hon-hazardous waste changes from 1608 t to 1333 t.
3.1.4 Closure considerations
Clean/non-clean closure assumptions have not changes. While costs for decommissioning plant and equipment would have reduced since 2010 it is considered prudent to keep these costs at the same level as before. While hazardous waste quantities have increased in 2010, non-hazardous waste quantities have decreased and the cost change is not material.
None In Table 3.15 change hazardous waste quantity from 29.4 t to 42.9 t. Change non-hazardous waste quantity from 160.8 t to 133.3 t. This results in a change to the overall waste disposal cost from €93,920 to €93, 820, which is not significant and will not be carried on to
Millipore Ireland Limited
9
Section Comment Change The register of ODS materials has not changed.
the rest of the report. None
4 Criteria for successful closure, restoration and aftercare management
These criteria have not changed.
None
5 Programme for successful closure, restoration and aftercare management
Table 5.1 refers to Mayo County Council
Replace ‘Mayo County Council’ with ‘Cork County Council’
5.1 Closure Plan Implementation
The closure plan implementation process has not changed
None
5.2 Surrender of the Licence
The surrender process has not changed
None
6 Financial Provisions
The estimated costs associated with site closure have not changed. The company has prepared a financial statement to underwrite the costs associated with the CRAMP.
None
7 Cramp Update and Review
The update and review process has not changed
None
Table 2: Review of DMP
Millipore Ireland Limited
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3 ELRA Review
3.1 Methodology
Table 3 below details the review of the various sections of the current ELRA report, comments and, where appropriate, makes changes;
Section Comment Change
1 Introduction Millipore Ireland BV has now changed to Millipore Ireland Limited as detailed in the Transfer Application to the Agency dated 26th March 2010
‘Millipore Ireland BV’ to ‘Millipore Ireland Limited’ throughout the report
1.1 Approach The guidance document from the EPA used in the preparation of the report is still current
None
1.1.1 Objectives The objectives have not changed
None
1.1.2 Scope The scope has not changed
1.1.3 Key Assumptions
The assumptions have not changed
None
1.1.4 Sources of Information
The sources of information remain valid but there are additional sources of information
Add the following to the sources of information; - site audit by Environet on 10th March 2011. - Draft 2010 AER - Additional Groundwater Monitoring Reports
2 Description of the Site
2.1 Facility Location Facility location details have not changed.
None
2.2 Site Ownership The licence details, facility location and boundary remain the same. However Millipore corporation was purchased by Merck KGaA in 2010.
Add the following; ‘Millipore Corporation was purchased by Merck KGaA in 2010 and is now part of the Merck Millipore division of Merck KGaA.’
2.3 On Site Plant and Site plant and None
Millipore Ireland Limited
11
Section Comment Change Equipment equipment have not
changed
2.4 Site Drainage Site Drainage has not changed
None
2.5 Air Abatement Air abatement systems have not changed
None
3 Identification and Evaluation of Environmental Hazards
3.1 Potential Historical Liability
Environmental sensitivity and site history remain the same. Some additions to compliance history and groundwater monitoring results are required. Products and processes remain the same.
The blow should be added to Table 3.2 which lists noteworthy groundwater monitoring. ‘This incident occurred on August 13th 2010, whereby as part of an EPA agreed proactive underground structure review programme, the site was completing integrity assessments in the IC1 area. The site excavated the ground local to the IC1 sink pipeline connection point to remove any potentially contaminated material. Also verification soil sampling following excavation was completed to confirm all potentially contaminated material was removed.
3.2 On-site Workshop and Consultation
A site visit and additional consultation was undertaken by Environet on 10th March 2011.
Insert the following in Section 3.2. ‘Environet visited the site on 10th March 2011 and had consultations with site EHS management around additional potential liabilities.’
3.3 Risk Register The risk register remains unchanged (with the exception of items 37 & 39) as the
Millipore Ireland Limited
12
Section Comment Change mitigation measures are not yet in place, in particular the TOC meter on surface water discharge. Item 37 has been given an adjusted score of 12 due to the amount of work that has been completed on above ground and underground spill containment at the site. Item 39 is added from the site audit carried out by Environet.
Change score for item 37 to 12 (Occurrence 3, Severity 4) Add item 39 to Table as detailed in Section 3.2
3.4 Preparation of the Risk Matrix
An updated Risk Matrix needs to be prepared.
Updated Risk Matrix presented in Section 3.3 below.
4 Risk Prevention/Mitigation
Table 4.1 Risk Mitigation needs an additional row to include item 39
Additional item for Table 4.1 Risk Mitigation presented in Section 3.4 below.
5 Identification of Financial Provision and Instruments
Due to the change in scoring of item 37 and the addition of item 39 the financial provision Table 5.2 must be recalculated. We concur with the findings of the current ELRA that worst case scenario costs are likely to be in the order of €1,000,000 and this is the minimum sum most appropriate to insure for. The company has prepared a financial statement to underwrite the costs associated with the ELRA, in support of the Merck Millipore insurance
The updated most likely scenario cost figure is €897,500.
Millipore Ireland Limited
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Section Comment Change policy.
6 Review of ELRA The update and review process has not changed
None
Table 3: Review of ELRA
3.2 Item 39 Addition
Risk ID
Source of Info
Potential Hazards
Environmental Effect
Sev. Basis for Severity Rating
Occ. Basis for Occurrence
Rating
Risk Score (Sev. x Occ.)
39 Site Audit Internal spillage of liquid materials on site while firewater tank is being pumped directly to sewer. As TOC meter is not operational all surface waters are being diverted to the firewater holding tanks.
Discharge of hazardous liquids directly to sewer impacting Carrigtwohill WWTP and potentially surface waters
4 Impact on municipal WWTP and surface waters could be major
3 Spills to surface water systems are a possibility and due to the amount of time required to pump the firewater holding tanks.
12
Table 4: Item 39
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3.3 Updated Risk Matrix
The below table updated the current risk matrix for the change in scoring of item 37 and the addition of item 39.
Very High 5
07, 08, 38
High 4
32, 33
Medium 3
05 09 02, 14, 18, 22, 36
03, 04, 28, 37, 39
Low 2
11, 12, 13, 16, 20, 24, 26
01,10,15,17,19,21,23,25,29,30,31
27, 34, 35
Occurrence
Very Low 1
06
Trivial
Minor Moderate Major Massive
1 2 3 4 5 Severity
Table 5: Updated Risk Matrix
Millipore Ireland Limited
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3.4 Additional Item for Risk Mitigation Form
Ref ID Description Risk Score Before Mitigation
Possible Mitigation Measures
Revised S Rating
Revised O Rating
Revised Risk Score
Measure Agreed
Risk Mgr
Deadline to complete measure
Medium Level Risks (Yellow) from EPA Matrix 38 Internal
spillage of liquid materials on site while firewater tank is being pumped diretly to sewer. As TOC meter is not operational all surface waters are being diverted to the firewater holding tanks.
16 1. Ensure that TOC meter is operational 2. Ensure that there is a well developed procedure for emptying the firewater holding tanks.
4 2 8 Yes SD 6 mths
Table 6: Additional Item for Risk Mitigation Form
4 Closure Once the recommendations in this report are implemented we consider that both the DMP and ELRA will be updated to cover the changes identified at the site. Environet would like to thank Millipore for the opportunity to work on this project.
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